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CAS-10_BEEHIVE HOME 2ND ADDITION / BUILDING EXPANSION9 0 SCOTTSDALE INSURANCE COMPANY 333 SOUTH SEVENTH ST., SUITE 1300 MINNEAPOLIS MN 55402 RESCISSION NOTICE Named Insured & Mailing Address: STEVENS INVESTMENTS LLC 6330 HAZELTINE BLVD CHANHASSEN MN 55331 Policy No.: CPS2310283 Type of Policy: GENERAL LIABILITY OCCURRENCE Producer: FALW.. -� L ac S • ► 0 FALCON WEST INSURANCE BROK 2525 CAMINO DEL RIO S SURE 100 SAN DIEGO CA 92108 The CANCELLATION notice issued to be effective 02/01/2016 is hereby rescinded. a Additional Insured CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN MN 55317 Date Mailed: 25th day of January, 2016 Gregory,? lOice AUTHORIZED REPRESENTATNVE 0 MNCS15RSCN_C FORW CS01 MN22006 0125201651Ny OOPN 7.0.15.1Zn Copy for Additional Insured Page 1 of 1 June 19, 2015 CITY OF 7700 Market Boulevard Tyler Stevens PC Box 147 6330 Hazeltine Boulevard Chanhassen, MN 55317 Excelsior, MN 55331 Administration Re: BeeHive Homes Expansion — Planning Case 2015-10 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Stevens: Building Inspections This letter is to formally notify you that on June 8, 2015, the Chanhassen City Council Phone. 952.227.1180 adopted the following four motions: Fax: 952.227.1190 plans dated received April 17, 2015, and including the attached Findings of Fact and Fax: 952.227.1404 I. REZONING Engineering Phone: 952.227.1160 Fax: 952.227.1170 " The City Council approves Planning Case #2015-10 to rezone 0.9 acres of property Phone: 952.227.1130 from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Finance Residential for Lot 1, Block 1, Beehive Home 2nd Addition subdivision contingent Phone: 952.227.1140 upon final plat approval, as shown in plans dated received April 17, 2015, and Fax: 952.227.1110 adoption of the Findings of Fact and Recommendation." Park & Recreation 2. The perimeter drainage and utility easement must be vacated and re -platted to Phone: 952.2271120 border the new property lines. Fax: 952.227.1110 2• SUBDIVISION Recreation Center "The City Council approve the preliminary and final plat with a variance to allow a 2310 Coulter Boulevard private street for Planning Case 2015-10 for BeeHive Home 2'd Addition as shown in Phone: 952.227.1400 plans dated received April 17, 2015, and including the attached Findings of Fact and Fax: 952.227.1404 Recommendation, subject to the following conditions: Planning & Natural Resources Engineering Conditions: Phone: 952.227.1130 Fax: 952.22T11 10 1. All conveyances, drainage ways and stormwater treatment devices must be included within a drainage and utility easement as required in Section 18-76 (c). Public Works 7901 Park Place 2. The perimeter drainage and utility easement must be vacated and re -platted to Phone: 952.227.1300 border the new property lines. Fax: 952.227.1310 Senior Center 3. The proposed drainage and utility easement over the proposed sanitary sewer Phone: 952.227.1125 must be widened to facilitate the utility maintenance and excavation of the pipe. Fax: 952.227.1110 4. The portion of the private driveway that would be shared for access will be Website considered a private street under the city code. It must, therefore, have a 7 -ton www.ci.chanhassen.mn.us design and a joint access and maintenance agreement must be created between the two parcels. 5. The private street will need a name labeled on the plans. Name suggestions shall be submitted to the City for approval. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Tyler Stevens June 19, 2015 Page 2 6. The drive aisle of the parldng lot must be revised to provide 26 feet wide from face of curb. 7. The new hunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. 8. In order to provide gravity sanitary sewer to the southern parcel, the developer shall extend the sanitary sewer at a maximum slope of 0.50% to the centerline of the new shared driveway access to TH 41. Alternatively, it would also be acceptable for the developer to submit a layout to City staff that would provide gravity sanitary sewer to the future development from another sanitary line. 9. Plan and profile sheets are required for all publically-owned utilities." 3. SITE PLAN APPROVAL "The City Council approve the site plan consisting of a 10,700 square -foot addition continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: bV://www.dli.mn.gov/CCLD/PlanConstruction.ast) 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. Mr. Tyler Stevens June 19, 2015 Page 3 S. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispensed among the various building entrances. 7. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Eneineering Conditions: 1. A stable conveyance must be provided to the west on the drainage plan. 2. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface or demonstrate why this volume cannot be met. 3. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 90% reduction in TSS as required by city code and the NPDES permits. Demonstration of 1" abstraction will be considered equivalent treatment. 4. The plan set shall include a detail specific to the bioretention feature which is consistent with the MN Stormwater Manual. 5. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. 6. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts 111 and IV of the permit. 7. The plans shall indicate that six (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 8. A final stabilization plan shall be prepared for the site. Mr. Tyler Stevens June 19, 2015 Page 4 9. The plans shall show locations proposed for stockpile areas. 10. A soils report shall be submitted to staff indicating soil conditions and permeability if infiltration is to be used. 11. The grading plans must be revised to show the first floor elevations of adjacent lots. 12. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 13. The proposed grades on the site shall be no greater than 3:1. 14. The engineer shall coordinate with MnDOT and incorporate their comments. 15. The radius of the driveway curves must be shown on the plan set. 16. The trail width shall be labeled on the plan set. 17. The plan shall be revised to reconstruct the trail further north to create a better connection. 18. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. 20. The applicant must work with a qualified designer and contractor to design a system to capture and abstract a volume of runoff equivalent to one inch (1") from the new roof area This system must be reviewed, approved and installed prior to the issuance of the certificate of occupancy. Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. Mr. Tyler Stevens June 19, 2015 Page 5 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles." 4. VACATION "The City Council approves a resolution approving the vacation of a portion of public drainage and utility easement on Lot 1, Block 1 BEEHIVE HOME" In order to finalize the vacation, the Council resolution must be recorded at Carver County concurrent with the plat of BEEHIVE HOME 2ND ADDITION. Site Plan Agreements must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. Please refer to the enclosed checklist which stipulates all of the submittal requirements for recording the final plat and associated documents. If you have any questions, please call me at (952) 227-1134 or e-mail me at saFaff Sincerely, Sharmeen Al-Jaff Senior Planner c: Mr. Ben Gowen ec: Stephanie Smith, Project Engineer Jerry Mohn, Building Official 9:tp]an\2015 planing cases\2015-10 betbive =pansion\approval letter.do ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: BEEHIVE HOMES 21D ADDITION Two signed Final Plat Mylars ("Official Coov" and "City Copy") Three 1" = 200' scale paper copy of the final plat (for Carver County) One, 1" = 200' scale mylar reductions of the final plat One, 1" = 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) Mortgage Holder Consent to Plat Quit Claim/Warranty deed (if deeding an outlot to the City) SWMP Fee: $0.00 Park Fee: $0.00 Collector and Arterial Roadway Traffic Impact Zone fees: $0.00 Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates Digital copy of the HydroCAD model. Joint Access and Maintenance Agreement for the Private Street. MnDoT approval for the access relocation. The following must be done before the plat can be filed: Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. t Chanhassen City Council — June 8, 2015 Councilman McDonald: Yes he will. Mr. Mayor, council I make the following recommendation. The City Council adopts a resolution vacating a portion of the Sunset Trail right-of-way and a portion of the drainage and utility easement on Lot 5, Block road Country Hills. And approves the dedication of a trail easement and a drainage and utility easement on Lot 5, Block 1, Country Hills. Will that cover? Todd Gerhardt: And what City Manager Gerhardt read into the record. Councilman McDonald: And what City Manager Gerhardt read into the record. Todd Gerhardt: Is that right? Roger Knutson: Perfect. Mayor Laufenburger: We have a motion. Is there a second? Councilman Campion: Second. Mayor Laufenburger: Thank you Councilman Campion. Any further discussion? Resolution #2015-38: Councilman McDonald moved, Councilman Campion seconded that the City Council adopts the attached resolution vacating a portion of the Sunset Trail right- of-way and a portion of the drainage and utility easement on Lot 5, Block 1, Country Hills as described on the attached exhibits; approves the dedication of a trail easement and a drainage and utility easement on Lot 5, Block 1, Country Hills as described on the attached exhibits; that the drainage and trail easements are given to the City before the resolution is executed and recorded at the Carver County Recorder's Office; and that the language in the resolution include a trail easement along with the drainage easement. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Thank you very much. BEEHIVE 2ND ADDITION. LOCATED AT 6440 HAZELTINE BOULEVARD, APPLICANT: TYLER STEVENS/OWNER: TYLER STEVENS AND BEN & HIDEKO GOWEN: A. REOUEST FOR REZONING OF APPROXIMATELY 2 ACRES FROM SINGLE FAMILY RESIDENTIAL (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL (R-8); REPLAT OF PROPERTY LOCATED AT 6330 HAZELTINE BOULEVARD AND 6440 HAZELTINE BOULEVARD INTO TWO LOTS BEEHIVE HOME 2ND ADDITION) WITH VARIANCES; AND SITE PLAN REVIEW FOR A 10.700 SQUARE FOOT ADDITION TO A CONTINUING CARE RETIREMENT FACILITY BEEHIVE HOMEs). WITH VARIANCES. B. PUBLIC HEARING REQUESTING VACATION OF DRAINAGE AND UTILITY EASEMENT. 15 SCANNED Chanhassen City Council — June 8, 2015 b Kate Aanenson: This item did appear before the Planning Commission on May 10 and they gave you, the application for BeeHive Homes and it's Planning Case 2015-10. There's 3 actions, actually 4 actions for your consideration tonight. One is the rezoning of .94 acres of property that's single family residential to medium density R-8. A subdivision with a preliminary and final plan including two lots with a variance. Site plan approval for a 10,700 square foot addition to a continuing care retirement facility and vacation of a drainage and utility easement. I did, there's modifications of that. I'll go through that in the staff report. That's the easement you have in front of you. There's a modification of that easement and I'll go through that as I go through the report. Two subject properties then are the existing BeeHive which is located at 6330 on Hazeltine Boulevard and then the Gowen home which is 6440. I just want to remind you kind of that underlying property where the current BeeHive was, was the Reed family. At one time that was a drive in and we looked at giving that, that was office and medium density. We dual guided that with the comp plan update. As we did with Mr. Gowen's property, we re - guided that to medium density also looking at the location of that so when we did our continuing care retirement we created a new zoning district which allowed for the BeeHive to go in and we have another continuing care on the southern end of the city that will be opening up soon so with the success of the facility the applicant wants to expand and has been working with Mr. Gowen. I also wanted to point out besides the Reed family, Mr. Gowen has lived on this property, he's a long time resident of the city and he's also here with us tonight. So again as I stated the 2030 land use plan shows the property as guided for medium density. At this time we are just rezoning that portion of property that is being added to the subject site which is this property right here shown in yellow so this property will be added to the existing, this .94 acres to the existing facility. So the rest of the property will remain in the residential single family zoning district until such time that that is developed. So for the subdivision plat, this piece of property right in here will be attached. So this is the .94 that's being attached to the existing continuing care. The Lot 2 then would be the, this makes up the subdivision because this lot is being added to. It's not considered a subdivision but this portion will be the remaining lot. We do ask, we wanted them to show how this property could be developed in the future with access to roads and sewer and water to make sure that we're not creating a lot that's unbuildable by the application of this facility. So one of the things when the existing, when we looked at a traffic study and we looked at kind of the surrounding areas to make sure that we get a safe access. So by, with the proposed addition the benefit is now we're moving that access down to become a T intersection with the driveway to the middle school which creates a safer condition. Again Mr. Gowen's home will remain on the property as well as existing greenhouse. And I just also wanted to point out that this area right here, this proposed access will be part of the variance because we're using a private drive to serve a couple different properties which does require a variance. In your staff report on page 12 or on the electronic version 521 are all the findings of a variance for a private street. Those are included in your staff report. So again you can see how the new building will be attached via breezeway to connect those two building and there'll be 17 additional beds. So you can see here the layout of the new facility. So there's 17 beds and about 6,000 square foot of about communal living area in this building. The architecture's going to match the architecture of the existing building which is a wonderful attractive building so again a little more detail on that building. Material sample. I'll let the City Engineer talk over the next couple slides which talk about drainage. 16 Chanhassen City Council — June 8, 2015 Paul Oehme: Sure, thanks Ms. Aanenson. City Council members. This slide just shows you the existing site and it's drainage patterns so the red outlined area basically goes into the existing pond that was constructed with that first phase of the development. Everything in yellow basically flows back into the existing pond to the northwest there. The new site is shown here. This is more or less the drainage patterns. The red and the orange areas are mainly going to flow back to the north to the existing infiltration swale and into the pond. We are working with a developer on potentially water re -use, capture facility for the area in the orange and then also, and then the area in blue the majority of the site does still flow to the west and that area was potentially we're looking at a small infiltration basin at this location to capture that runoff until the site is fully developed and potentially in the future. So there are numerous different improvements in storm water quality that will be going on with this project. We also did a traffic update for this phase and we feel that the traffic impacts on Highway 41 will be minimal based upon the new development site. Kate Aanenson: That was one of the questions that came up at the Planning Commission. I think the Planning Commissioners were hopeful that that would meet the warrants for a signal at that intersection. It does not but we also reminded that our engineer department secured that safe crosswalk so there will be a sidewalk along this connecting this property to the one to the north and then you have the safe crossing so some definite improvements along the 41 corridor there. Again looking at the kind of that ghost plat, we looked at where that future sewer and kind of with the grades there. Some challenging grades. A little bit on that. That's something that will have to be a little bit further articulated in the future but we have some, a good point of beginning. Again that's at some time in the future when that project would come forward. With this request there's also a vacation easement vacation so most of the easement vacation aligns with the combining the utilities for the existing site and then the future site. So this is currently what's on site right now. The existing easements. There is a private easement over this green area and so that reflects the new description that I gave you. That gentleman didn't want the City to release their underlying easement even though they're two separate ones and so his way to not to complicate that we did leave that easement in place but this is the private easement I'm talking about. The recreational easement on the part of Lot 9, Block 1, Reeds Orchard Ridge so we're not including that in the vacation but this would be the new easement. So now you can see that the new easement then encompasses the perimeter of the new addition so that would be the new drainage and utility easements which typically we have running around the perimeter of the property. So that includes the easement. So with that staff is recommending approving of the rezoning of the property from single family residential to the mixed medium density. Again that is consistent with the Comprehensive Plan. In addition we're recommending preliminary and final plat approval of the 8.69 acres and to the two lots and with a variance for the private street. We're also recommending approval of the site plan for the 10,700 square foot addition to the continuing care retirement facility and also a resolution approving the vacation of the public drainage and utility easement described in the modified description that I gave you and we've also included in our staff report the attached Findings of Fact. And I didn't spend a lot of time on the architecture because you've seen the existing building. It's just a pretty much a mirror of that so I kind of focused on the some of the perimeters but with that I'd be happy to answer any questions that you have. 17 Chanhassen City Council — June 8, 2015 Mayor Laufenburger: Thank you Ms. Aanenson. Council members before I open this to public hearing do you have any questions of Ms. Aanenson? Kate can you just clarify, you gave us a picture of what the development on Lot 2 may look like. Kate Aanenson: That's correct. Mayor Laufenburger: But in no way is that up for approval tonight, is that correct? Kate Aanenson: That's correct. It is guided for you know medium density which allows up to 8 units an acre. Depending what the market's like in the future, that will be shaped how, whatever the market comes in as but we just wanted to show something illustratively how it could be laid out. Mayor Laufenburger: But the further development of BeeHive will be using an entrance that is in Lot 2, is that correct? Kate Aanenson: That's correct. Mayor Laufenburger: Okay. And that means the entrance that they currently have, which is right by that mammoth tree, that will be vacated, is that correct? Kate Aanenson: That's correct. So there was 3 existing access. Mr. Gowen's access, the BeeHive access and there was a third one so those are all being combined into one which really gives us a much safer condition there. Mayor Laufenburger: Okay. Alright, okay. Let me at this time then open this to public hearing. Would the applicant like to speak regarding this four part program? Welcome Mr. Stevens. Tell us your name and your address please. Tyler Stevens: Thank you. My name is Tyler Stevens. I live at 6505 Fox Hollow Court in Chanhassen. My family and I own and operate BeeHive Homes and I don't know how many of you were here a few years ago. Mayor Laufenburger: Yes. Tyler Stevens: About 3 years ago when we were here for the original City Council meeting but you know what this project really is all about is this, what this assisted living building was kind of built upon the principle that it's supposed to look, feel and run like a regular home. You know assisted living is no different than any other type of living environment. That basically means that there's a lot of different types. There's assisted livings that are big. There's assisted livings that are kind of institutionally based but this, BeeHive was kind of based upon the motion that it was supposed to look, feel and operate like a home so the good news is, is over the last a little over a year the demand has been there for a building like this that you know kind of mirrors home and the, to the most that it possibly can. So this addition is going to allow us to kind of fix a few things. One, open up some more beds and also allow us to increase our activity space by 0 Chanhassen City Council — June 8, 2015 over 6,000 square feet for all the residents to enjoy with the bigger patio and some outdoor space and that. So that's what this is about. Mayor Laufenburger: Good. BeeHive's been a wonderfid addition to Chanhassen so I thank you for choosing to expand that a little bit. Thank you. Tyler Stevens: Yes. Mayor Laufenburger: Thank you. Just we may have other questions for you but. Tyler Stevens: Okay, I'll stay around. Thank you. Mayor Laufenburger: Alright, okay. Is there anybody else present that would like to speak for this, for or against this development? Mr. Gowen, would you like to say a word or two? I think you've earned the right to speak to the council Mr. Gowen. Ben Gowen: Well I've been involved in this property since 1937. Mayor Laufenburger: Do I say your name, is your name Ben Gowen? Ben Gowen: Ben Gowen, 6440 Hazeltine. Mayor Laufenburger: Very good Mr. Gowen, continue. Ben Gowen: I'm in favor of what Tyler's trying to do here. I knew it was coming some day. I've got a lot of stuff to get rid of. I'm in favor of it anyway. Mayor Laufenburger: Well Mr. Gowen you've been in this community 78 years is that correct? Ben Gowen: Since 1937. Mayor Laufenburger: That's about right. And your location there on 41 and Hazeltine, whatever you want to call it, you've been a fixture in this community for a long, long time and I know there's a lot of people that consider you to be a great friend of this community so. Ben Gowen: Well we've had a lot of fun growing flowers. Mayor Laufenburger: Absolutely. Ben Gowen: I did it for 44 years. My folks did it for 30 some years so we're fixed here. Mayor Laufenburger: Yeah well we are a blooming community because of you Mr. Gowen. Thank you very much. Appreciate your support of this project. Is there anybody else who would like to speak on behalf of this project? Alright then I will close the public hearing and bring it back to council for any comments, questions or motions. Anyone? 19 Chanhassen City Council — June 8, 2015 Councilwoman Ryan: I'll make a motion. Mayor Laufenburger: A four part motion? Councilwoman Ryan: The one in the packet. Mayor Laufenburger: Alright. Todd Gerhardt: No changes on this item. Mayor Laufenburger: Alright. Councilwoman Ryan: I'd like to make a motion the City Council approves rezoning of property from Single Family Residential District to Mixed Medium Density Residential District. Preliminary and Final Plat to replat 8.69 acres into two lots with a variance for a private street. Site Plan Review for a 10,700 square foot addition to a continuing care retirement facility, Beellive Homes. A resolution approving the vacation of public drainage and utility easement described in the attached legal description and adoption of the attached Findings of Fact and Recommendation. Mayor Laufenburger: Thank you Councilwoman Ryan. Is there a second? Councilman McDonald: Second. Mayor Laufenburger: Thank you Councilman McDonald. Any further discussion on the motion? Councilwoman Ryan moved, Councilman McDonald seconded that the Chanhassen City Council approve Planning Case #2015-10 to rezone 0.9 acres of property from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Residential for Lot 1, Block 1, BeeHive Home 21d Addition subdivision contingent upon final plat approval, as shown in plans dated received April 17, 2015, and adoption of the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ryan moved, Councilman McDonald seconded that the Chanhassen City Council approve the preliminary and final plat with a variance to allow a private street for Planning Case 2015-10 for BeeHive Home 211 Addition as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Engineering Conditions: 1. All conveyances, drainage ways and stormwater treatment devices must be included within a drainage and utility easement as required in Section 18-76 (c). 20 Chanhassen City Council — June 8, 2015 2. The perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. 3. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation of the pipe. 4. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. 5. The private street will need a name labeled on the plans. Name suggestions shall be submitted to the City for approval. 6. The drive aisle of the parking lot must be revised to provide 26 feet wide from face of curb. 7. The new trunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. In order to provide gravity sanitary sewer to the southern parcel, the developer shall extend the sanitary sewer at a maximum slope of 0.50% to the centerline of the new shared driveway access to TH 41. Altematively, it would also be acceptable for the developer to submit a layout to City staff that would provide gravity sanitary sewer to the future development from another sanitary line. 9. Plan and profile sheets ate required for all publically-owned utilities. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ryan moved, Councilman McDonald seconded that the Chanhassen City Council approve the site plan consisting of a 10,700 square -foot addition for a continuing care retirement facility, Planning Case 2015-10 for BeeHive homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota A "Code Record" is required (Code Record schematic plans may be same scale as 21 Chanhassen City Council — June 8, 2015 architectural). For "Code Record" information go to MN Dept. of labor and Industry: hitp://www.dli.mn.gov/CCLD/PlanConstruction. 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. 5. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. 7. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Engineering Conditions: 1. A stable conveyance must be provided to the west on the drainage plan. 2. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface or demonstrate why this volume cannot be met. 3. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 90% reduction in TSS as required by city code and the NPDES permits. Demonstration of 1" abstraction will be considered equivalent treatment. 4. The plan set shall include a detail specific to the bioretention feature which is consistent with the MN Stormwater Manual. 5. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. 22 Chanhassen City Council — June 8, 2015 6. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts III and IV of the permit. 7. The plans shall indicate that six (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 8. A final stabilization plan shall be prepared for the site. 9. The plans shall show locations proposed for stockpile areas. 10. A soils report shall be submitted to staff indicating soil conditions and permeability if infiltration is to be used. 11. The grading plans must be revised to show the first floor elevations of adjacent lots. 12. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 13. The proposed grades on the site shall be no greater than 3:1. 14. The engineer shall coordinate with MnDOT and incorporate their comments. 15. The radius of the driveway curves must be shown on the plan set. 16. The trail width shall be labeled on the plan set. 17. The plan shall be revised to reconstruct the trail further north to create a better connection. 18. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. 20. The applicant must work with a qualified designer and contractor to design a system to capture and abstract a volume of runoff equivalent to one inch (1 ") from the new roof area. This system must be reviewed, approved and installed prior to the issuance of the certificate of occupancy. Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. 23 Chanhassen City Council — June 8, 2015 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2015-39: Councilwoman Ryan moved, Councilman McDonald seconded that the Chanhassen City Council adopts a resolution approving the vacation of all the drainage and utility easements over, under and across all of Lot 1, Block 1, BEEHIVE HOME. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Thank you Mr. Stevens. Thank you Mr. Gowen. Tyler Stevens: Thank you. Ben Gowen: Thank you. Mayor Laufenburger: That concludes our business at this time. COUNCIL PRESENTATIONS. Mayor Laufenburger: Are there any council presentations? I have one I'd like to make. Well this is sports related but tonight I'm going to highlight some incredible student athletes in our community. Chanhassen is fortunate to be part of both District 112, Easter Carver County Schools and also District 276, Minnetonka Schools and this, I'm sure every spring for the last umpteen years athletes have participated in, with excellence and have qualified for state competition but I think that there are certain things that need special mention tonight so let me take an opportunity to, this is not a resolution or a proclamation. This is just recognition on behalf of the Chanhassen City Council and my apologies if I forget some names or mispronounce them. You'll understand or you'll accept my apologies I'm sure. First of all Minnetonka Schools have been in place for, I can't remember when they weren't in place as a matter of fact. A long, long time but this year the Minnetonka boys tennis team took fourth place in the State as a team and Jonah Salita was a singles qualifier for the State tennis tournament. Golfing at Minnetonka, there were two individual qualifiers for the ladies and also two for the men. The ladies were Katie McMillan and Bella Broin and the boys qualifiers for Minnetonka were Ben Sigel and Miles McCarthy. And in track the girls 4 by 800 relay, they were the champions of the State and they were Grace and Lucy Hoelscher, Marla Bailey and Meghan Janssen. And the 4 by 100 boys relay for Minnetonka actually broke the State record but finished second and that was Vance Barnes, Paul Affilitto, Chanhassen resident, Jack Samuelson and Goodness Akindemowo and there were many other qualifiers. Now that was Minnetonka. 24 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952 227,1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Warks 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: June 8, 2015 SUBJ: Approve Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary and Final Plat to Replat 8.69 acres into two lots with a variance for a private street (BeeHive Home 2' Addition); and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes) — Planning Case #2015-10 PROPOSED MOTION "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary and Final Plat to Replat 8.69 acres into two lots with a variance for a private street; Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes); and adoption of the attached Findings of Fact." City Council approval requires a majority vote of the entire City Council. EXECUTIVE SUMMARY The applicant is requesting rezoning of 0.94 acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); replat of 8.69 acres located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances; and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. PLANNING COMMISSION SUMMARY The Planning Commission held a Public Hearing on May 19, 2015 to review the proposed request. The Commission voted unanimously to recommend approval of the preliminary plat. The May 19, 2015 Planning Commission minutes are a part of the consent agenda in the June 8, 2015 City Council packet. Chanhassen is a Community for Life - Providing for Today and PlanningforTomorrow Todd Gerhardt BeeHive Home 2nd Addition June 8, 2015 Page 2 IK 1. "The City Council approves Planning Case #2015-10 to rezone 0.9 acres of property from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Residential for Lot 1, Block 1, Beehive Home 2"d Addition subdivision contingent upon final plat approval, as shown in plans dated received April 17, 2015, and adoption of the Findings of Fact and Recommendation." 2. "The City Council approves the preliminary and final plat with a variance to allow a private street for Planning Case 2015-10 for BeeHive Home 21 Addition as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to conditions. 3. SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 10,700 square -foot addition continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to conditions. ATTACHMENTS 1. BeeHive Home 2nd Addition Final Plat. 2. Planning Commission Staff Report (bold/strikethrough) dated May 19, 2015. g:\p1an12015 planning cases\2015-10 beehive expansion\cxecutive summmy.doc U p J' 2, €�Fat °�€ ftm f!) ,"aS.6" ° j�`o�o Pots �. to 5. `� ..� •i i,�„ ' \ I <ep <� `< CN j <> tt I ,_— - ""' .• �..�... �'�0a�� a ,'.. � '� bMy`� < `b;.o� � \e W = a'? +.,• "T _. `� (,oV.pep. 4 tp x -- -------------------- _- ---- �efe FEF ____________ '.' axFE'. !r aC s- .p�c�.acmai lPe., - ) as UJ '.�'' p ' Ea< e U m I m9'° r rv' I ii � C] q)I it cz C] a = 9Y �� r] a2 % Ld ay�pF it - i _:a�_.r-so CITY OF CHANHASSEN BIG I (IIIA PC DATE: 5/19/2015 CC DATE: 6/8/2015 REVIEW DEADLINE: 6/16/2015 CASE #: 2015-10 BY: Al-Jaff, et al. "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary and Final Plat to Replat 8.69 acres into two lots with a variance for a private street; Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes); and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting rezoning of 0.94 acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of 8.69 acres located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances; Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: 6330 and 6440 Hazeltine Boulevard APPLICANT: Tyler Stevens Ben Gowen 6330 Hazeltine Boulevard 6440 Hazeltine Boulevard Excelsior, MN 55331 Excelsior, MN 55331 Phone: 612-770-7611 tyler.stevens@beehivemn.com PRESENT ZONING: Single Family Residential District and Mixed Medium Density Residential District 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 8.69 Acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 2 The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAL/SUMMARY The request consists of multiple applications to facilitate the construction of a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes). The request includes a Rezoning from Single Family Residential District to Mixed Medium Density Residential District, Preliminary and Final Plat to replat 8.69 acres into two lots — BEEHIVE HOME 2°a Addition; and Site Plan approval for the construction of a 10,700 square -foot addition continuing care retirement facility. This type of facility is permitted in the Mixed Medium Density Residential District which is the reason behind the rezoning request. The site is located west of Highway 41, 6330 Hazeltine Boulevard. Access to the site will be gained off of Highway 41. The site is zoned Single Family Residential District and Mixed Medium Density Residential District. Sewer and water are available to the site. Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 3 The following is a summary of the proposal: 1. Rezoning: The first request is to rezone the portion of the property that will be occupied by the expansion of the continuing care retirement facility from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 8.69 acres into two lots which will house the expansion of the continuing care retirement facility and an existing single-family home. 3. Site Plan: The final request is for a site plan to construct a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes). The total permitted site coverage in the R-8 district is 35 percent. The proposed development has a total hard coverage area of 33.5%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include limestone at the entry and paneling at the main body of the building. The addition will utilize identical materials to the existing building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The existing structure contains underground parking. The applicant is proposing to add additional surface parking along the westerly portion of the property. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via Highway 41. Currently there are three access points, two for the single-family home and the third to the BeeHive Homes facility. The applicant is proposing to consolidate the three access points into one. The shared access is defined by ordinance as a private street which requires a variance. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article )OM, Division 9. — Design Standards for Multifamily Developments Planning Commission BeeHive Home 2°d Addition — Planning Case 2015-10 May 19, 2015 Page 4 BACKGROUND On October 22, 2012, the Chanhassen City Council approved the following: • Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Home - Planning Case #2012-15 • Preliminary and final plat to replat 2.16 acres into one lot - Planning Case 2012-15 for BeeHive Home • Site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012-15 for BeeHive Homes. The Land Use Plan designates the area that is south of the BeeHive Homes facility and west of Highway 41 as Residential Medium Density. This category has been established to accommodate medium -density residential development. The medium -density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi- family dwellings, but would also permit the development of the continuing care retirement facility. Only the portion that will house the expansion is proposed to be rezoned to R-8. Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 5 The property south of the existing BeeHive Homes facility contains a single-family home which is proposed to remain on the site. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in turn leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 33.5%. The design of the building addition is attractive and is proposed to be constructed of high-quality materials that are identical to the existing building. They include limestone and paneling as the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground and was approved as part of the existing building. Additional surface parking is being added along the easterly portion of the property. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located inside the existing building and is hidden from views. The added landscaping and boulevard trees will provide a calming effect to a busy area. LOT 2 Existing 5mg1e family home The site plan request is for Existing Green House a 10,700 square -foot addition continuing care Lot 1 toberemoved voE+osed Planning Commission BeeHive Home 2"d Addition — Planning Case 2015-10 May 19, 2015 Page 6 retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Home 2°d Addition. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The expansion will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located underground. The current building has a capacity of 25 individuals and requires three employees on the major shift. This translates to 11 parking spaces. The existing site has 15 spaces. The proposed addition will require 5 additional spaces. The applicant is providing 9 spaces which exceeds ordinance requirements. The access to the site will be via Highway 41. The applicant is providing an expanded outdoor seating area as well as a 6,000 square -foot common activity space for residents. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan with conditions as outlined in the staff report. LIGHTING/SIGNAGE The applicant has submitted a lighting plan and a photometrics plan has been prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. HORIZONTAL LAMP(AVA) Planning Commission BeeHive Home 2' Addition — Planning Case 2015-10 May 19, 2015 Page 7 The development has an existing monument sign. The total sign area may not exceed 24 square feet and 5 feet in height which is in keeping with the district regulations. The sign is located at the current access point into the site. Staff is recommending the sign be moved to the new access into the site to clearly define the access for emergency vehicles. PARKING The ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building (including the addition) has a capacity for 42 individuals which translates to 12.6 parking spaces. The major shift will have 5 employees. The total number of parking spaces required is 18. The applicant is providing 26 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The buildings incorporate adequate detail and has been tastefully designed to complement the existing building. The architectural style is unique to the buildings but will fit in with the surrounding area. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Deshm The building is a one-story building. The roofline is staggered and contains dormers which adds articulation to the design of the buildings. All rooftop equipment must be screened from views. Planning Commission BeeHive Home 2"d Addition — Planning Case 2015-10 May 19, 2015 Page 8 Facade Transoarenc All facades viewed by the public contain more than 50 percent windows and/or doors. Loadine Areas, Refuse Areas, etc. The trash enclosure is located inside the existing building and is hidden from views. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 9 (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Fes: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. The applicant is proposing to rezone 0.9 acres from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District. The area to the north is occupied by the 7/41 Crossing shopping center and the existing BeeHive Homes building, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Low Density, and the area to the south contains a single- family home and is guided Residential Medium Density. f, The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with the addition of 17 individual rooms. The NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family Residential Residential Low LAND USE Commercial Medium Density_Density NA ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with the addition of 17 individual rooms. The Planning Commission BeeHive Home 2"d Addition — Planning Case 2015-10 May 19, 2015 Page 10 occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infrastructure that a typical medium density development would (i.e. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and finds that the rezoning is consistent with the Comprehensive Plan. The developer is requesting preliminary and final plat approval to replat 8.69 acres into two lots. Lot 1 is proposed to have an area of 3.1 acres and house a continuing care retirement facility. Lot 2 contains a single-family home that is proposed to remain on the site. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lots have street frontage; however, for safety reasons and through a number of discussions with MnDOT, the applicant will combine the access point for the two lots into one curb cut off of Highway 41. A shared access is defined as a private street and requires a variance. Staff is recommending approval of the variance. Staff directed the applicant to provide a concept for the future development of Lot2. The applicant provided a sketch plan that shows a future cul-de-sac with a potential of 21 homes. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 11 Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Fes: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Fes: The proposed subdivision is provided with adequate urban infrastructure. Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 12 VARIANCE FINDINGS Sec. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a fording that all of the following conditions exist: Variance Findines Private Streets Section 18-57. Streets. Private streets serving up to four lots may be permitted in residential developments with a density of less than four units per acre if the criteria in variance section 18- 22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas It is the City and MnDOT's objective to minimize the number of curb cuts off of Highway 41. At the present time, a private street will adequately serve the two sites. When Lot 2 develops, a city street will be built which will eliminate the private street. Staff is recommending approval of the private street. Variance Findines within Subdivisions The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street will adequately serve the site until Lot 2 develops. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the location of the existing single-family home. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Planning Commission BeeHive Home 2°d Addition — Planning Case 2015-10 May 19, 2015 Page 13 Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to utilize a private street until Lot 2 develops. At that point, it will be replaced by a public street. The applicant's request is reasonable. Staff is recommending approval of this request. SITE CONSTRAINTS Wetland Protection Neither the City of Chanhassen Wetland Inventory nor the Minnehaha Creek Watershed Wetland Inventory indicate the presence of a wetland on the subject property. These inventories are not definitive and the absence of a wetland on these does not preclude the presence of a wetland on site. Given the position on the landscape where the proposed infiltration basin will be built and the known groundwater issues in the area, this area should be evaluated for the presence of wetland characteristics to assure that there is not a wetland present. If one is determined to be present then the site plan must be altered to accommodate. Bluff Protection There are steep slopes on the subject property with grades approaching 50%. Because the change in elevation is less than 25 feet, it does not meet the criteria for classification as bluff but does merit caution during the design and construction of any site improvements. The submittal shows stormwater being channelized and directed over this slope. A stabilized conveyance shall be required as part of the stormwater management plan. Shoreland Management The property does not lie within any shoreland district. Floodplain Overlay This property does not lie with a floodplain. FUTURE PHASES City staff received a sketch of a ghost plat on April 2, 2015. This ghost plat must be incorporated into the plan set. This ghost plat does not show where or how the stormwater management of this site would take place, nor does it look at the grading needed for the western lots. The stormwater and grading analysis can take place when this phase is submitted for Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 14 development. This ghost plat provides a conservative look at access and traffic management by maximizing the number of lots on site. It is highly likely the final layout will vary from what is shown. Beehive Phase 2 — Ghost Plat DRAINAGE All of the first phase of BeeHive drains to pond LM -P1.2 (Reed's Orchard pond). Approximately three quarters of the first phase area went through a pond construct with the project before being directed to pond LM -P1.2. The remainder of the site discharges directly to the pond. A wetland was converted to create this pond when Reed's Orchard Ridge was developed in 1990. A storm sewer interceptor pipe goes through the property taking runoff to the Reed's Orchard pond. rigure r rosy aevetopmen[ aramage - n nlvc Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 15 The proposed expansion will maintain similar drainage patterns post -development. The newly - created access and the eastern 4,100 square feet of the new building shedding to the north through the pond created in Phase 1. The western portion of the expansion, including 14,900 square feet of building, will be directed to the west towards an existing low area. Conveyance will be overland through graded swales. This will create a concentrated flow condition immediately above a 16 -foot elevation change with a steeper than 2:1 grade. This condition is unacceptable as it will result in a situation where rill and gully erosion are probable to all of the first phase of BeeHive draining to pond LM -P 1.2 (Reed's Orchard pond). Approximately three quarters of the first phase area went through a pond construct with the project before being directed to pond LM -P1.2. The remainder of the site discharges directly to the pond. A wetland was converted to create this pond when Reed's Orchard Ridge was developed in 1990. A storm sewer interceptor pipe goes through the property taking runoff to the Reed's Orchard pond. The proposed expansion will maintain similar drainage patterns post -development. The newly created access and the eastern 4,100 square feet of the new building shedding to the north through the pond created in Phase 1. WWA Pi Figure 2 Post development drainage pattern for Beehive Phase 2 only The western portion of the expansion, including 14,900 square feet of building will be directed to the west towards an existing low area. Conveyance will be overland through graded swales. This will create a concentrated flow condition immediately above a 16 -foot elevation change with a steeper than 2:1 grade. This condition is unacceptable as it will result in a situation where rill and gully erosion are probable to occur. A stable conveyance must be provided to the Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 16 proposed infiltration basin identified as 5P on the drainage plan. All drainage ways and stormwater treatment devices must be included in a drainage and utility easement. The infiltration basin will discharge to the west onto the co -applicant's property. This water will then route north and west. There is no identified discharge route and, based upon available topography, it appears the drainage will cross three private properties prior to entering the wetland located within the City park adjacent to Lake Minnewashta. This is the current flow path as well and discharge rates are decreased from current conditions. Discharge rates leaving the site to the southwest are less after development than existing conditions for all modeled storm events. Because the applicant did not model both Phase 1 and Phase 2 in a unified model, staff cannot determine if rates are reduced from existing conditions after build -out. In addition, failure to model the site in its entirety leaves us uncertain if the pond constructed during Phase I is adequate to accommodate the additional drainage. The original pond design didn't account for any of the land in Phase 2 draining to it nor the additional impervious. The applicant must model the entire site using data from Atlas 14. Figure 3 Proposed infiltration basin location and probable overland flow path to Lake Minnewashts To evaluate the drainage near structures, the grading plans must be revised to show the first floor elevations of adjacent lots. Spot elevations must also be shown to illustrate the drainage pattern near the existing house's driveway. The proposed grades on the site shall be no greater than 3:1. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 17 EROSION AND SEDIMENT CONTROL Because this is part of a larger overall common plan of development that will exceed one (1) acre of disturbance, the site is subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the issuance of any grading permits or the commencement of any earth -disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. City Code requires that six inches of topsoil be placed on all disturbed areas to be vegetated prior to the placement of sod, seed or other plant materials. The plans shall indicate this requirement and a stockpile area shall be indicated on the plan set. STORMWATER MANAGEMENT The applicant is required to manage stormwater for the site and must account for the impacts off- site contributions will have on the overall management plan. Management of stormwater not only includes rate control but must also consider runoff volume and water quality. Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Since this is part of a larger common development plan that will exceed one (1) acre in size, it falls under the National Pollution Discharge Elimination System permits — construction and MS4. Part III (D) 5 states that Chanhassen, as the permitee under the NPDES MS4 must implement a Post -Construction Stormwater Management program that incorporates management practices, with the highest priority given to "Green Infrastructure" that results in a reduction of stormwater discharge volume, stormwater discharges of total suspended solids (TSS) and total phosphorus (TP). Part III (D) of the NPDES Construction permit, under which the developer will be operating, reads as follows: "Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. For purposes of this part, surface waters does not include man-made drainage systems that convey stormwater to a compliant permanent stormwater management system. For those projects where infiltration is prohibited (see Part III.D.1 J.), the Permittee(s) shall consider other methods of volume reduction and the water quality volume (or remainder of the water quality volume if some volume reduction is achieved) must be treated by a wet Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 18 sedimentation basin, filtration system, regional ponding or equivalent methods prior to the discharge of stormwater to surface waters." NOTE: Bold accentuation from the permit and represents terms defined within the permit. Prior to the development of Phase 1, that portion of the property that drained north was directed to pond LM -P1.2. This pond is actually a wetland that was converted to a stormwater pond in 1990 prior to the MN Wetland Conservation Act going into effect and was not designed to NURP standards. The pond is undersized with a NURP ratio of only 0.14% of watershed area. It is a common design standard to have the surface area of the wet pond equal to I% of the watershed area. In commercial areas the desired ratio is closer to 2%. Because of this, the pond does not provide water quality benefits consistent with Chanhassen City Code or the Federal Clean Water Act. When the first phase of Beehive was developed, a wet detention basin was constructed onsite. This basin took drainage from 0.56 acres as shown drainage area IS outlined in red in figure 1. Design for this pond was based off of the old Technical Paper No. 40 (TP40) data and is at capacity for the existing drainage area based upon data known to inaccurately depict precipitation patterns for the area. It is likely that, if modeled using the current Atlas 14 data, the pond would fail to meet water quality and flood attenuation standards. originalprepeses to send an additional 22,620 squm fiaet of "nage afea net aeeetffAed fer ift the designmodel inehiding nearly 10,000 a e feet of additional : The stormwater management must be designed based upon Atlas 14 data, to meet the water quality volume requirements and meet the flood protection requirements set forth in city code. This will likely `t 1. diversionof Otis area a dmi .age n e s 29 and ae shown in f:gwe m-anagemeat rthater indicates that they n e .. setting - Feduetion goal of one (1) 4" funeff&efn the net inef: suffeee (1,5 10 eidbie C ♦ They are FOqUiFed fneetwatefalit. el.. of.. e (1) : iffipeFvieus sw&ee (4,799 eubie feet). it appears that they fneet the voluffie f:e uaddeF both seeffar-ios. HeweN,eF, they did not pf:e,,,ide any water quality modeling as requifed in se 19 14 A f Gi Code. The provided steffnwater- manageme..t plan does fief teat the ......effthe new mad. A �.....+ ei4ion efthe aFea being difeeted to the infiltration basin is c r undeveleped land pre,.ride a water quality as uired showing that there is a net fedue4ion i p^rYy� �Tpc(� ,,,, e Code, and T88 as Fequkie& Depressions Y K J r p..aly within the landseae ftequeexhibit peeF drainage ..+ a elose it.. to seasonally high water tables. Th pli «t .proposing toinstallEffi.. l. nfik-v1ien err existing depression.The appli must .. .ide eNidenee in the fefm of 1.e ate.. aebieving the Faedeled infiltFatien Fates. That table ran be fetmd here: ese Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 19 The applicant is proposing to treat the drive through a filtration feature in the front of the building. This water will then be diverted to the Reed's Orchard pond. The applicant has provided a generic detail of a filtration feature. The generic detail must be revised to include elevations and grades specific to the site in which it is to be constructed. There must be a detail specific to both the filtration area and the infiltration area. This detail must be consistent with the MN Stormwater Manual. They are calling out a bioretention soil mix equivalent to MPCA Mix B which is appropriate for the infiltration area. This mix has a propensity to leach phosphorus and is not appropriate for the filtration area unless the applicant can show that the phosphorus content is less than 30mg1kg per Mehlich III as stipulated in the MN Stormwater Manual. The plan calls for seeding the infiltratien and -filtration features with state seed mix 33-261. Given the issues with plant establishment on the first phase of this site, coupled with the high probability that the seed will float and translocate downstream, seed is inappropriate for this application. Plugs and live plants shall be used and a planting schedule and a maintenance plan Figure 4 Poor vegetation establishment and site stabilisation on Pbase I pond shall be developed and submitted for city approvals and record retention. This plan shall include the anticipated maintenance activities necessary to assure long-term operation of the feature and must clearly identify who is responsible for the activities. Pretreatment is required for all bioretention features. A grass swale is acceptable but must be designed to the standards set forth in the MN Stormwater Manual. For instance, they must have flow velocities no greater than one foot per second for the design storm with a flow depth of less than four inches. The remaining volume is to be treated through some yet to be designed capture and reuse practice. Staff has spoken with the designer/contractor for the practice and feels comfortable that a design can be submitted for approval prior to the certificate of occupancy. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 20 Stormwater Utility Connection Charges Section 4-30 of Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. Since there is no subdivision the fees will not be collected at this time. EASEMENTS Along with the proposed shift in the property lines, the perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. The City Council will vote on approval of vacating the existing drainage and utility easements at the meeting on June 8, 2015. The new plat must include perimeter drainage and utility easement as well as easement over the utilities that are owned and maintained by the city and the treatment ponds. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation the pipe. An assumed 1:1.5 excavation slope is preferred, 1:1 minimum. TRAFFIC STUDY The existing Beehive access to Trunk Highway 41 will be eliminated. A new access to Trunk Highway 41 will be constructed at the Minnetonka Middle School West intersection. A traffic impact study was produced by Spack Consulting. They examined the trip generation expected from this development and the maximized lot number from the ghost plat. The results of their analysis are shown in the table below. Table 1 Trip Generatlon Estimate The study concluded that the low amount of new traffic generated by Phase 1 and Phase 2 of this development would not be significant enough to warrant a change in the traffic control on Trunk Highway 41. AM Peak Hour PM Peak Hour Phase — Land Use ITE Code Units Daily Entering Exiting Entering Exiting Phase 1 — Assisted Living ��aaea The study concluded that the low amount of new traffic generated by Phase 1 and Phase 2 of this development would not be significant enough to warrant a change in the traffic control on Trunk Highway 41. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 21 DRIVEWAYS. PRIVATE STREET & PARKING LOT The proposal would eliminate the three existing accesses (one on the north property and two on the southern property) and build a new, shared access to Trunk Highway 41. This plan is constant with MnDOT's preference to reduce the number of access points along the MnDOT highway. The engineer shall coordinate with MnDOT and incorporate their comments regarding the treatment of the driveway connection to Trunk Highway 41. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. The radius of the driveway curves must be shown on the plan set. The private street will need a name labeled on the plans. Name suggestions shall be submitted to the city for approval. The drive aisle of the parking lot must be revised to provide 26 feet wide from the face of curb to face of curb. SIDEWALKS The plans propose a 10 -foot sidewalk connection to the trail along Trunk Highway 41. The trail width shall be labeled on the plan set. The connection to the existing trail to the north is skewed. The plan shall be revised to reconstruct the trail further back to create a better tie-in. The engineer shall coordinate with MnDOT and incorporate their comments regarding the treatment of the trail along Trunk Highway 41. SANITARY SEWER AND WATER MAIN The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The sanitary sewer pipe under the new section of driveway in the proposed plan set is set at a 5.02% pitch. This steep pitch brings the sewer pipe closer to the surface. However, the ghost plat sketch the city received on April 2, 2015 shows that the proposed future development may have issues with maintaining sufficient sewer depth down the hill to the western portion of the site. That steep grade would likely necessitate the construction of a lift station for future development of the southern parcel. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 22 In order to provide gravity sanitary sewer to the southern parcel, the developer shall extend the sanitary sewer at a maximum slope of 0.50% to the centerline of the new shared driveway access to TH 41. Alternatively, it would also be acceptable for the developer to submit a layout to City staff that would provide gravity sanitary sewer to the future development from another sanitary line. The new sanitary sewer lines will be owned and maintained by the City. The services connecting to the buildings will be private. Plan and profile sheets are required for all publically-owned utilities. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. LANDSCAPING Minimum requirements for landscaping include foundation plantings around the building and bufferyard plantings along property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed North property line, 50' 0 overstory trees 0 overstory trees bufferyard B, 20' width I understory trees 0 understory trees 2 shrubs 2 shrubs South property line, 250' 3 overstory trees 3 overstory trees bufferyard B, 15' width 7 understory trees 2 understory trees 11 shrubs 7 shrubs Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 23 Staff recommends that the applicant meet the minimum bufferyard requirements, concentrating plantings in areas where the building comes closest to the property lines. Bufferyard plantings to the east of the building need to be located on the west side of the entryway rather than on the east as proposed. This insures no future conflicts with trail construction, utilities or right of way. The applicant is extending the parking area on the original BeeHive site. The applicant will need to provide adequate screening of the parking area from Highway 41. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limits direct views of the pavement and the vehicles. PARKS The plans show sidewalks that connect to city trails throughout the site. COMPLIANCE TABLE Lot Required Proposed East property line, 140' 2 overstory trees 2 overstory trees bufferyard B, 20' width 4 understory trees 7 understory trees 7 shrubs 5 shrubs West property line, 100' 1 overstory trees 3 overstory trees bufferyard B, 30' width 2 understory trees 0 understory trees 2 Story 2 shrubs 0 shrubs Staff recommends that the applicant meet the minimum bufferyard requirements, concentrating plantings in areas where the building comes closest to the property lines. Bufferyard plantings to the east of the building need to be located on the west side of the entryway rather than on the east as proposed. This insures no future conflicts with trail construction, utilities or right of way. The applicant is extending the parking area on the original BeeHive site. The applicant will need to provide adequate screening of the parking area from Highway 41. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limits direct views of the pavement and the vehicles. PARKS The plans show sidewalks that connect to city trails throughout the site. COMPLIANCE TABLE Lot Ordinance Requirements RSF-R-8 Lot 1 Lot 2 Lot Coverage 35%-25% 46.5%* Building Height Ordinance Requirements Subject Site Principal 35/3 story 2 Story 1 Story Building Setbacks Ordinance Requirements Subject Site East Front yard 25-30' 50 130 South Side yard 10-10' 25 220 North Side Yard 10-10' 130 10 West Rear yard 25-30' 45 490 Parking Re uirements J Ordinance Requirements Subject Site Stalls 1 18 26 NA Staff recommends adoption of the following three motions: Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 24 1. REZONING "The Planning Commission recommends approval of Planning Case #2015-10 to rezone 0.9 acres of property from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Residential for Lot 1, Block 1, Beehive Home 24 Addition subdivision contingent upon final plat approval, as shown in plans dated received April 17, 2015, and adoption of the Findings of Fact and Recommendation." 2. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary and fmal plat with a variance to allow a private street for Planning Case 2015-10 for BeeHive Home 2nd Addition as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Engineering Conditions: 1. All conveyances, drainage ways and stormwater treatment devices must be included within a drainage and utility easement as required in Section 18-76 (c). 2. The perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. 3. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation of the pipe. 4. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. 5. The private street will need a name labeled on the plans. Name suggestions shall he submitted to the City for approval. 6. The drive aisle of the parking lot must be revised to provide 26 feet wide from face of curb. 7. The new trunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. 8. The J pipe driveway is set at a r iteh. The gradeon that pipe seetion shall be adjusted to a 0 slope to pi��ide fiAtwe gravity sewer to mueh of the seuthem pr-opefty as possible. In order to provide gravity sanitary sewer to the southern parcel, the developer shall extend the sanitary sewer at a maximum slope of 0.50% to the centerline of the new shared driveway access to TH 41. Alternatively, it would also be acceptable for the developer to submit a layout to City staff that would provide gravity sanitary sewer to the future development from another sanitary line. 9. Plan and profile sheets are required for all publically-owned utilities. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 25 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 10,700 square -foot addition continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: http://www.dli.mn.gov/CCLD/PlanConstruction.AW 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. 5. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. 7. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 26 Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Engineering Conditions: 1. A stable conveyance must be provided to the proposed infiRfation basin idwAified as SP west on the drainage plan. 2. The ......Bean. -.......t ereate a LIydr-oC A D model for the entire site using data f.-...... it�z4 »d demenstFate h pond ereated with the fifst phase a weemmedate additional .if..:. age 3. The applieafft must medel the eonveyanee to the infiltration basin as a r-eaeh and demons 4. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface or demonstrate why this volume cannot be met. 5. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 90% reduction in TSS as required by city code and the NPDES permits. Demonstration of 1" abstraction will be considered equivalent treatment. 6. The plan set shall include a detail specific to eaeh the bioretention feature which is consistent with the MN Stormwater Manual. 7. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. 8. The steFmwaler management plan shall tFeat the mflefr&qm the pfePesed drive. 9. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts III and IV of the permit. 10. The plans shall indicate that six (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 11. A final stabilization plan shall be prepared for the site. 12. The plans shall show locations proposed for stockpile areas. 13. A soils report shall be submitted to staff indicating soil conditions and permeability if infiltration is to be used. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 27 14. The grading plans must be revised to show the first floor elevations of adjacent lots. 15. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 16. The proposed grades on the site shall be no greater than 3:1. 17. The engineer shall coordinate with MnDOT and incorporate their comments. 18. The radius of the driveway curves must be shown on the plan set. 19. The trail width shall be labeled on the plan set. 20. The plan shall be revised to reconstruct the trail further north to create a better connection. 21. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 22. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. 23. The applicant must work with a qualified designer and contractor to design a system to capture and abstract a volume of runoff equivalent to one inch (1") from the new roof area. This system must be reviewed, approved and installed prior to the issuance of the certificate of occupancy. Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles." Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 28 ATTACHMENTS 1. Findings of Fact. 2. Application and Project Narrative. 3. Reduced Copy Preliminary and Final Plat. 4. Reduced Copy of Civil Plans. 5. Reduced Copy of Landscape Plan. 6. Reduced Copy of Architectural Plans. 7. Traffic Study from Spack Consulting dated April 14, 2015. 8. Letter from MnDOT dated May 11, 2015. 9. Letter from Benjamin Gowen dated May 1, 2015. 10. Letter from Colleen Nustad dated May 8, 2015. 11. Email from Jan and Gary Reed dated March 27, 2015. 12. Public Hearing Notice and Affidavit of Mailing. g:\plan\2015 planning cases\2015-10 beehive expa ion\staff report_ i rev_06022015Aoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Tyler Stevens — Planning Case No. 2015-10, BeeHive Homes. Request for Preliminary Plat creating two lots; and a Rezoning of 0.9 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential; and Site Plan approval for the construction of a 10,700 square -foot addition Continuing Care Retirement Facility lopated west of Highway 41, 6330 Hazeltine Boulevard. On May 19, 2015, he Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned RSF, Single Family Residential District and R-8, Mixed Medium Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described in Exhibit A. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; the proposed site is suitable for development subject to the conditions specified in this report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; the proposed subdivision is served by adequate urban infrastructure subject to the conditions specified in this report. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to utilize a private street until Lot 2 develops. At that point, it will be replaced by a public street. 5. Rezoning Findings: The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a. The proposed zoning has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Consistency with this division. 2 c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2. The amount and location of open space and landscaping. 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. 7. The planning report #2015-10 dated May 19, 2015, prepared by Sharmeen Al-Jaff et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating two lots; a Rezoning of 0.9 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of 10,700 square -foot addition Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 19' day of May 2015. CHANHASSEN PLANNING COMMISSION Its Chairman 4 EXHIBIT A Legal Description: Lot 1, Block 1, BEEHIVE HOME, according to the recorded plat thereof, Carver County, Minnesota. WE Beginning at the northeast comer of Southeast Quarter of Northeast Quarter of Section 4, in Township 116, Range 23 West, thence running west 40 rods, thence south 24 rods; thence east 40 rods; thence 24 rods to the place of beginning. U 40 PEI Beginning at northwest comer of Southwest Quarter of Northwest Quarter of Section 3 in Township 116, Range 23; thence running east 139 feet to the centerline of the Excelsior and Chaska road; thence southwesterly along the centerline of said road 267 feet to the West line of said Section 3; thence north along said section line 220 feet to the place of beginning. 0 Beginning at a point in the south line of the Northwest Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, where said line intersects the Excelsior and Chaska Road; thence westerly along said line and along the south line of the Northeast Quarter of the Northeast Quarter of Section 4 in said Township and Range to the southwest comer of the East Half of the Northeast Quarter of the Northeast Quarter of said Section 4, thence north at right angles 30 feet; thence east in a line parallel with the said South line as heretofore described to the point of intersection with said Excelsior and Chaska Road above mentioned; thence along said road to point of beginning. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 CITY OF CHANHASSEN APPLICATION FOR DEVELOPMENT REVIEW Date Filed: -17 - 15 60 -Day Review Deadline: - / �' (j Planner: S A -� Case #:,=V- 0 1 Create over 3 lots.......................$600 + $15 per lot Section 1: Application Type (check all that apply) + $50 per lot ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning ❑ Planned Unit Development (PUD).. ...... ......... $750 ❑ Minor Amendment to existing PUD. ................$' r All Others........................................................ 500 ❑ Sign Plan Review...... ........ ...... $150 Site Plan Review ❑ Administrative.................................................. $100 ElCommercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area Include number of existing employees: and number of new employees: Residential Districts. .... ...... 50 Plus $5 per dwelling unit /�DPITIONAL REQUIRED FEES: n Notification Sign .................................................. �ro(City to install and remove) 38 �tt� perty Owners' List within 500' ........ $3 A r add (City to generate - fee determined at pre -application meeting) ❑ Escrow for Recording Documents.. $50 per document (CUP/SPRNACNARNVAP/Metes & Bounds Subdivision) Project Name: '7ier_W- ❑ Subdivision ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Consolidate Lots .............................................. ot Line Adjustment ......................................... 150 ❑ Final Plat*........................................................$250 'Requires additional $450 escrow for attorney costs. Escrow will be required for other applications through the development contract. Vacation of Easements/Right-of-way.................. $300 (Additional recording fees may apply) LQ� Variance.............................................................. $200 (❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment ............................ $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) TOTAL FEES: $ W Z 1 0 Received from: Ct:;w -5, -Xm ,t,}.. A) Date Received: q—,9L-E3 Check Number: 3007 Section 2: Required Information Property Address or Location: r (.441{ 0 WDA 59331 Parcel #: Z700h 0I DD Legal Description: Total Acreage: 6• S J A&e-. Wetlands Present? ® Yes PfNo Present Zoning: (Z -V 11 R S F Requested Zoning t 2 S F Present Land Use Designation: R -SP Requested Land Use Designation: Rt r 2-b Existing Use of Property:5;41 _ . ;1� Description of Proposal: Check box if separate narrative is attached 1iz0b C"WAM PLANNING DEPT SCANNED I Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc, with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Tyltr S S S Contact: =!Z 4 s Address: 4X'25'D Phone: LIZ -7'70 —'76y/ City/State/Zip:Clni LvaS�4 v„N 5533/ Cell: Email: "t�jl er. Fax: Signature: 5;;�—: �y Date: 3 zS / rf PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Addres Contact: Phone: City/State/Zip: Z` Cell: Email: Fax Signature: Date: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ,Applicant Via: ,®'mail ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: �t.NNEi H 0 M E S 6330 Hazeltine Blvd, Chanhassen, MN 55331 "in OFCHANHASSEN RECEIVED APR 17 2015 SCANNER CHANHASSEN PONNINO DEPT What we do: BeeHive is a small memory care community that is designed to look and feel like a residential home. What differentiates BeeHive from other memory care facilities is that the home is designed and operated like a traditional home. We have home cooked meals, our residents are able to bake, play games, be outside, etc... We have an intergenerational approach to aging and involve children to be part of our day, from newborns to middle school ages. Children and music have a wonderful way of sparking interest with people that suffer from memory loss, both physical and emotional. Objectives: BeeHive Homes in Chanhassen is currently at capacity with an active waiting list. BeeHive is purchasing the neighboring property which sits on roughly 7 acres. Our plan is to add-on to our existing structure 17 apartments/bedrooms as well as increase our activity room space by roughly 6,000 sq/ft. Below are the details: Building (addition) size/location: • 6330 Hazeltine Blvd, Chanhassen, MN 55331 • Approximately 10,700 finished sq/ft addition • Utilize 2 acres of available 7 acres • Add 9 parking spaces (which exceeds ordinance requirements) BeeHive has an in-house doctor and available nursing 24 hrs/day which allows BeeHive to take residents that many other communities cannot accommodate due to the level of care they require. An overwhelming majority of all of our residents lived very close to Chanhassen and neighboring cities. Why the addition? The addition will allow BeeHive to add 17 bedrooms to our existing 25 bedroom facility. Along with adding more bedrooms, the addition would also increase activity space for all residents to enjoy. This addition would create 3 things: 1. Meet the demand for this type of facility by adding 17 apartments/bedrooms. 2. Create approximately 6,000 sq/ft of common activity space for residents to enjoy (including outdoor patio and porch). 3. Allow BeeHive to host community events that cater to our residents and families, such as music entertainers, support groups, and activities. BeeHive will also be adding considerable parking spaces, exceeding of what the current zoning ordinance requires. Maintain site/location integrity: It is our goal to keep the look and feel of a residential setting for our newly acquired property. Keeping the look and feel of "home' is very important to our residents and BeeHive. It is important to BeeHive that we convert the entire property into one that anyone would be proud to call home. That can be as simple as planting flowers, trees, and keeping up the 7 acres year round. W z Z U N U z J� 2^ Lij LU qq ? 3 1 x 3; ag L =LLJ v = 00 W W W F moo:? C is oir ¢ V E 9 S Y ¢ c 9s' gq '•3 3 P piSt S1 �'i acq I a A j y� �l ��Je A S ya� LU :Y 7e 61 a tx�j _ p =Im xt f v_�� toZ 33 g`o to y iC6x fir ;e`iH 5 3'yypp S 3�� LU W ip :® F9 FH a&k gt gt Z ge e F i °fief 4 It If 3a' f$: 5 b S t S s F5v9*36 ii. its a IIII 3. 'e ts pEs 'Y zz W z Z U N G 9 = e a p p° .n NrLi 7 O • o Q O¢ 2 cs Z H->gm-� ,CiS 0 CWo i J .. I O L qi j' s; e'• a �� (; () Y W ° - I °ye W II m I 'CSI R I Url O iLI i .l cC IL,i F6 O ° tll o iE C1 z i O'Y9js II • T .J i Eatl° "'AT 'AT -------------------------------- I-. I I� i N 'i I ay i tlt I 4 i I 4 1 W Vl BEEHIVE HOME 2ND ADDITION CHANHASSEN, MINNESOTA FINAL SITE CONSTRUCTION PLAN FOR ENCORE SENIOR HOME CARE °G 4 s 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 Na e PHONE: (952) 426-1371 FAX: (952) 405-6671 m )F i •V.- •- , \� TrtLC 9NEEi CI I EXISTING CONDITIONS C2 3--,� SITE INFORMATION CS PRELIMMARY PUT CD.I PROPOSED DRAINAGE CONDITIONS G 6!!!1 - /' EROSION k SED0 CONTROL DETAIIH C6EMKO j k SCONTROL PUN CS Ma G EDIMENT 5h1 ! FINAL GRADING k TRPRESERVATION PLAN CT FINAL �•F �I� EE PRESERVATION PIAN CS i ii 1 7 1l 1 FINAL IOTO.II'Y PLAN CY 1 E l I 1 jj)) 1^ 1 PAVING k DI[ENSIONING PIAN CIO ♦:A,D$NEST CII y -' r1+ CTAd i ' z A IIX'ATON NnP I : � 0 ZIN I F_-1 .T. ff r 1 I M [a a �ii i 0R N'a 0 oa�l.o oaeYR R.Y,a /rr BLQSON 1 � r r r I � S oV 15 on�oorwar raa m.z ....;+ D m ^.v . 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S4 f IiF f} IMI e10 e!=a� E.}. 19 s1.C. j- ,aa . noe ai.s r r w. ms `J=IIAl•I iI01tIIS 7NOotII ww �ws / se�row I / smr�ru NMd 3dV S4Nd7 'IVNla k� o� ��I IIIH '8 Simi HOLLIQQV aria ZROH 5[H j- � � 00000 01--- � d - A Spack OITYUCHANHASSEN RECEIVED TRAFFIC STUDY COMPANY Technical Memorandum APR 1 / 2Ub To: Tyler Stevens, BeeHive Homes CHANHASSENPLANNINGI]EPf From: Bryant Ficek, P.E., P.T.O.E. Date: April 14, 2015 Re: Traffic Impact Letter—Proposed Expansion Project in Chanhassen BeeHive Homes of Excelsior provides residential assisted living in the City of Chanhassen. This residence "maintains the look and feel of a family home while offering the safety features and care required for each resident." Based on discussions with the site managers, memory care is the primary function of the housing. Located on the west side of Hazeltine Boulevard (Highway 41) to the south of the intersection with Highway 7, the acquisition of the adjacent property has provided an expansion opportunity. This memorandum provides an overview of the expected traffic associated with this potential expansion project. Existing Conditions and Expansion Plans BeeHive Homes is accessible through a sole intersection to Hazeltine Boulevard. This driveway "T" with Hazeltine Boulevard is located between the intersections with Chaska Road and the Minnetonka Middle School West. The proposed expansion area covers approximately 7 acres and is located adjacent to and just south of their current site. The proposed site is currently occupied by a single family home with two driveways accessing Hazeltine Boulevard opposite the school driveway. The proposed expansion is envisioned for two phases. Phase 1 would expand the current BeeHive Homes facility and provide an additional 17 bedrooms for memory care residents. This expansion project is expected to occur in the next year. Phase 2 would develop the remaining five acres with townhomes. Initial review of the site proposes eight units per acre for a total potential of 40 townhomes. The townhomes would be available for general use, not restricted to any type of assisted living. Phase 2 is expected to occur in five years. The existing home is expected to remain at least through Phase 1 and potentially with Phase 2. Phase 1 would also combine the existing BeeHive Homes and single family home driveways into a single access opposite the school drive. The Phase 2 townhomes, when developed, would also use this new connection as the sole access to and from Hazeltine Boulevard. Traffic Impact Study Requirements Traffic Impact Studies (TIS) provide an assessment of existing and future traffic operations to identify the impacts of a proposed development. A TIS can identify capacity deficiencies at key intersections and potential mitigation to avoid safety or operational problems due to expected traffic from a proposed development. However, a TIS is not always necessary. Both the Minnesota Department of Transportation (MnDOT) and Carver County have guidelines that trigger the need for a TIS. SCANNED spack Consulting 2 of 3 Traffic Impact Letter BeeHive Homes Expansion Project MnDOT uses the following guidance: • Development proposals that are estimated to generate fewer than 250 peak -hour vehicle trips or 2,500 new daily trips • Development proposals that will be evaluated sufficiently by applying other elements of guidance from the MnDOT Access Management Manual, such as access spacing. Carver County uses the following as a trigger for a TIS: • Development expected to generate 750 or more vehicles trips per day. • Development expected to generate 100 or more vehicle trips in any one hour period. • Associated roadway traffic is increased by 50% or more. • Development is determined to create a potential hazard to public safety as determined by the County Traffic Engineer. • Development traffic could substantially affect an intersection or roadway segment already identified as operating at a level of service D or worse. If these guidelines are not satisfied, than a full TIS is not needed. The proposed BeeHive expansion is evaluated against these guidelines in the rest of this memorandum. Trip Generation A trip generation analysis performed for the development site based on the methods and rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9"' Edition. In this case, the trip generation for the Assisted Living and Townhome land uses was used. Assisted Living is described as "residential settings that provide either routine general protective oversight or assistance with activities necessary for independent living to mentally or physically limited persons." Memory living, serving only those with cognitive issues, as currently provided by BeeHive Homes is not a perfect match with the ITE Assisted Living land use. However, this is the best source available and likely provides a conservatively high estimate of traffic. Table 1 shows the estimated traffic generated by Phase 1 and Phase 2 proposed developments. Table 1 Trip Generation Estimate As shown, the expected traffic generated by the proposed development is well below the thresholds identified by MnDOT and Carver County. Based on trip generation, the proposed expansion project would not be a significant impact on the roadway system for either phase separately or in total. Hazeltine Boulevard (Highway 41) Traffic MnDOT maintains a database of existing traffic volumes on roadways across the state. The latest MnDOT flow map shows a 2012 average daily traffic volume of 14,000 vehicles per day on Hazeltine Boulevard. The estimated daily traffic from the proposed development is less than two percent of the current daily and would not represent a significant increase in the existing volume. AM Peak Hour PM Peak Hour Phase — Land Use ITE Code Units Daily Entering Exiting Entering Exiting Phase 1 —Assisted Phase 2 ... • . ®©®teamolam As shown, the expected traffic generated by the proposed development is well below the thresholds identified by MnDOT and Carver County. Based on trip generation, the proposed expansion project would not be a significant impact on the roadway system for either phase separately or in total. Hazeltine Boulevard (Highway 41) Traffic MnDOT maintains a database of existing traffic volumes on roadways across the state. The latest MnDOT flow map shows a 2012 average daily traffic volume of 14,000 vehicles per day on Hazeltine Boulevard. The estimated daily traffic from the proposed development is less than two percent of the current daily and would not represent a significant increase in the existing volume. Spack Consulting 3 of 3 Trak Impact Letter BeeHive Homes Expansion Project The City of Chanhassen 2030 Comprehensive Plan presented information on this section of Hazeltine Boulevard. This plan noted a higher volume at that time (17,900 vehicles per day compared to 14,000 vehicles per day today) and did not note any segment or intersection capacity issues in this area. Since traffic has decreased, operations would be expected to be better than when the Comprehensive Plan was completed and would not be impacted by the estimated traffic from the proposed development. Site Access As mentioned, the proposed plan will consolidate access to a single driveway opposite the existing school access. By reducing several access driveways into one, safety will be improved on Hazeltine Boulevard. In addition, left turn lanes at this location are currently provided on Hazeltine Boulevard, allowing those turns to occur safely without impacting through movements. The relatively small amount of traffic is from the proposed development would likely only need a single outbound lane, particularly since the peak hour traffic is low. Similarly, the expected amount of traffic is not expected to necessitate a change in traffic control from the existing side -street stop control with Hazeltine Boulevard traffic able to proceed without stopping. When the new approach is constructed, the sight distance could also be examined. Combined with the existing turn lanes on Hazeltine Boulevard, this would ensure a safe connection to and from the proposed expansion project. Conclusions and Recommendations The principle findings of this technical memorandum are: • The proposed BeeHive Expansion Project is expected to be developed in two phases and ultimately expected to generate 278 daily vehicle trips with 21 trips and 25 trips during the a.m. and p.m. peak hours, respectively. • The proposed traffic represents less than two percent of the existing 14,000 vehicles per day on Hazeltine Boulevard (Highway 41). In addition, this area of road, either segment or intersections, were not identified as having capacity issues in the 2030 Comprehensive Plan even with a higher volume of 17,900 vehicles per day. • The proposed plan consolidates access into one driveway opposite an existing school access, reducing access points on Hazeltine Boulevard and making use of the existing left turn lanes. • The expected low amount of traffic would not drive the need for a traffic control change from the existing side -street stop control at the new intersection. Based upon the information presented in this traffic impact letter, the BeeHive Homes proposed expansion does not represent a significant impact to the surrounding roadway system and does not require a full traffic impact study. n*,,1HE50T<k O Minnesota Department of Transportation ,5< �7 `Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 May 11th, 2015 Sharmeen AI-Jaff, Senior Planner City of Chanhassen Planning and Zoning 7700 Market Blvd Chanhassen, MN 55317 SUBJECT: S15-024 BeeHive Homes 2"d Addition Southwest Quad of MN41 and MN7 Chanhassen, Carver County Control Section 1008 Dear Ms. AI-Jaff: Thank you for the opportunity to review the BeeHive Homes 2"d Addition plat. The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Design: The construction plans are too general to determine impacts to highway operations. Please submit construction plans showing the right tum lane, saw cuts, pavement sections, taper, striping, trail cross slopes and grades. The submittal documents are unclear as to any intended drainage changes. MnDOT Standard Plate 7025, Concrete Entrances & Curb Returns is enclosed for the access from MN41. Unless the access is signalized, no pedestrian curb ramps or truncated domes are installed at driveways. Please direct questions concerning this comment to Nancy Jacobson (651-234-7647 or Nancy.L.Jacobson(astate.mn.us). Right-of-way: The construction plans do not appear to have clearly marked MnDOT Right -of -Way. The proposed driveway crosses through MnDOT Right -of -Way and Access Control. MnDOT will allow the conveyance of a drainage easement to the developer at "Fair Market Value" based on an appraisal. There will need to be an access exchange to correct the access control along this development site. Please contact Michael Geertsema at Michael.Geertsemana.state.mn.us or 651-366-3492 Traffic Engineering. The provided plans do not show the ditch being re-established at the existing driveways. They will also need to include plan sheets for Pavement Markings, Signing, Traffic Control, and Special Provisions. Please direct questions concerning this comment to David Sheen (651-234-7824 or David. Sheen@state.mn. us). Water Resources: A drainage permit maybe required. The developer will need to submit calculations showing that current drainage rates to MnDOT right of way will not be increased. A drainage permit checklist is attached to this review letter. The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application. Please contact Hailu Shakur (651-234-7521 or Hailu.Shakur(c),state.mn.us) for questions concerning this comment. Permits: An Access Permit is required for the turn lane and access modifications. Additionally, a Limited Use Permit is required for the proposed trail. If any other work is to be performed that will impact MnDOT right of way, additional permits will be required. Permitting forms are available from MnDOT's utility website at htti)://www.dot.state.mn.us/utility/fortns.html. Direct any questions regarding permit requirements to Buck Craig, Metro Permits, at (651-234-7911 or Buck.Craig(a,state.mn.us). Review Submittal Options. MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pd£ version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot(rilsmte.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotQastate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please feel free to contact me at (651) 234-7798. Sincerely, Andrew Andrusko, GIT Assistant Planner Attachment: MnDOT Standard Plate 7035N, Concrete Walk & Curb Returns at Entrances.pdf Attachment: Drainage Permit Applications Checklist.pdf Copy sent via E -Mail to: Sharmeen AI-Jaff, City of Chanhassen Russell Owen, Metropolitan Council Jon Solberg, Area Manager Nancy Jacobson, Design Diane Langenbach, Area Engineer Doug Nelson, Right -of -Way Hailu Shekur, Water Resources Dan Phelps, Right -of -Way Buck Craig, Permits Bruce Wetherbee, Surveys David Moa Sheen, Traffic Engineering Michael Geertsema, Land Management Clare Lackey, Traffic Engineering CURB AND GUTTER IN.WALK AT 8 IN. PAVEMENT 6 IN. PAV'T. 2 CONTRACTION :E'. .•\ 1 1 JOINTS 1 9 9 1LLEYVED 4 IN. 1 I 1 4 IN. WALK WALK PRIVATE 4 IN. WALK PRIVATE DRIVEWAY 1 WALK PLAN 0.015 FT./FT.(3/16" PER FT.)TYPICAL TOWARD ROADWAY PROVIDE INTERMEDIATE 1/4" R. c JOINT AT SQUARED END i fTYP.) IN SIDEWALK, WHEN 9 i . ,•. , SIDEWALK IS ADJACENT TO CURB AND GUTTER i VARIABLE WIDTH ® SECTION THRU WALK t I m CONCRETE WALK \ C d G AR/ ��. HALF PLAN PERSPECTIVE 1/4" R. 0.06 FT./FT. SLOPE / SECTION A -A CURB RETURN Ij 4 FT. MIN— I0.02 FT./FT. MAXIMUM Rt ENTRANCE A 7 60' TO 90' " R. 4 IN. WALK NOTES: SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR GEOMETRIC DESIGN OF ENTRANCES. WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT WOULD BE EXCEEDED, DUE TO THE POSITION OF EXISTING WALK, THE WALK SHALL BE REMOVED AND REPLACED. OR THE PAVEMENT WARPED TO PROVIDE THE REQUIRED ENTRANCE SLOPE. SEE PLANS FOR PLACEMENT OF WALK AND DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS. NO DEDUCTION SHALL BE MADE IN CURB h GUTTER FOR ENTRANCE. 10 1/2 IN. EXPANSION JOINT. 1/2 IN. PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 (REOUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY). Q2 1/2 IN. EXPANSION JOINTS AT 60 FT. (APPROX.) MAXIMUM INTERVALS. 03 MATCH INPLACE DRIVEWAY THICKNESS (6 IN. MIN.). ( WITHOUT SIDEWALK, PAVE ONLY TO THE END OF CURB RETURN WHEN ENTRANCE IS UNSURFACED OR CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT. 05 WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK. PAID FOR AS CONCRETE DRIVEWAY PAVEMENT. © CONTRACTION JOINT (FORMED OR SAWED). 0T EXPANSION JOINT NOT REOUIRED IF ADJACENT SECTIONS ARE POURED MONOLITHICALLY. SEE SECTION A -A. (1) SEE PLANS FOR PLACEMENT OF PED. CURB RAMP. Q FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH 15 FT. BETWEEN JOINTS). ® THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE 4.0 FT. ® SEE PLANS FOR PROPOSED CROSS SLOPE OF THE PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. APPROVED JULY 25,2011 1 STATE OF MINNESOTA SPECIFICATION I STANDARD — — — — — — — DEPARTMENT OF TRANSPORTATION REFERENCE PLATE WALK & 2301 STE DESIGN ENGI CURB RETURNSEAT ENTRANCES 2531 7035N 2521 TA MnDOT Drainage Permits Checklist Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2 -year, I0 -year and 100 -year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPSWMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2 -year, 10 -year and 100 -year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPCA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Requirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is I" =100'. Project applications submitted with smaller scales (e.g., 1 "=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPSWMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per NRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceeding100 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100 -year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100 -year HWL. • Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100 -year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2 -year, 10 -year and I00 -year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50 -year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10 -year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100 -year or 50 -year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall he used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 May 1s`, 2015 Re: Beehive Homes expansion (6330/6440 Hazeltine Blvd.) Attn: Kate Aanenson My name is Ben Gowen and I am the current property owner of 6440 Hazeltine Blvd. We have been approached by many developers in the past about this property but I think what Beehive has in mind is the best use of the land and also is a great resource for the community. I am in favor of the expansion. Any questions, feel free to contact me Sincerely, A Az� Benjamin Gowen 6440 Hazeltine Blvd. 5/8/15 To: City Council and Planning Commission 7700 Market Blvd Chanhassen, MN 55317 RE: BeeHive expansion 6330 Hazeltine Blvd. Excelsior, MN 55331 My name is Colleen Nustad, and I live at 7791 Erie Avenue in Chanhassen. I am currently employed as a nurse at BeeHive Homes in Excelsior. Tyler Stevens has built a beautiful home where residents and families can feel comfortable and loved by carefully selected staff. I have worked in various settings for the memory impaired; ranging from individual client's home to larger scale facilities. No setting compares to the BeeHive! I agree with Tyler when he says that just because people need memory care, doesn't mean they have to stay in an institutionalized looking facility. I am proud to be an employee of the BeeHive and know that our residents are getting superior care. There is a sense of joy in our environment and our residents are happy! Memory care doesn't have to be a dark, dreary and a sad place. It can be vibrant, uplifting, and fun — like the BeeHive! Word of mouth about our reputation has spread quickly. There are daily visitors and tours who are curious to find out more about the BeeHive. Currently our occupancy is full and it is disheartening to have to turn potential residents away. The expansion would allow a beautiful home for additional residents. I support Tyler in his efforts to expand and believe it would be an asset to Chanhassen. Thank you, Colleen Nustad, RN AI-1aff, Sharmeen From: Aanenson, Kate Sent: Tuesday, April 07, 2015 9:35 AM To: AI-Jaff, Sharmeen Subject: FW: Bee Hive Homes From: Jan Reed [mailto:garyjanreed@gmail.com] Sent: Friday, March 27, 2015 4:31 PM To: Aanenson, Kate Subject: Bee Hive Homes Hi, We are the former property owners of the Bee Hive Home site. We just had a meeting with Tyler Stevens and are very excited about his proposal to purchase the Gowen property - with which we share a property line. Tyler showed us the preliminary plan of the new building and we are very impressed with the proposed project. We have been very happy with the current Bee Hive Home facility and have heard nothing but great reviews about the facility. We feel this future project will also meet the great needs of our community for memory care as well as continue to visually improve the sites. As long standing friends and neighbors of the Gowens, we feel this is a win-win situation for everyone impacted. Tyler is to be commended for his thoughtfulness, care and concern to be such an outstanding business owner. Sincerely, Jan and Gary Reed CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on May 7, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Beehive 2nd Addition — Planning Case 2015-10 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this � day of Ma.cl 12015. Not ublic t-c.IJU/ Kadn J. En ell dt, D uty Clerk IWK'cM T. MEUWISSEN otary Public•Minnesofa Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 19, 2015 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request Rezoning of approximately two acres of property located at 6440 Hazeltine Blvd. from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of property located at 6330 Hazeltine Blvd. and 6440 Hazeltine Proposal: Blvd. into two lots (BeeHive Home 2nd Addition), with variances; and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Applicant: Tyler Stevens Property 6330 and 6440 Hazeltine Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-10. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaff(oci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedurs: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses. Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before Me Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about me proposal as a pad of the hearing process. The Commission will dose the public hearing and discuss the item ark make a recommendation to Me City Council. The City Counal may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commeroialfindustnal • Minnesota Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to Meir complexity may take several months to complete. My person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersoNrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested p irson(s). • Because the Planning Commission holds me public hearing. the City Council does not. Minutes are taken and any mnespondence regarding the application will be included in the report to d,e City Council. If you wish to have something to be included in the report, lease whiled the Planning Stag Person named on me notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 19, 2015 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request Rezoning of approximately two acres of property located at 6440 Hazeltine Blvd. from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of property located at 6330 Hazeltine Blvd. and 6440 Hazeltine Proposal: Blvd. into two lots (BeeHive Home 2nd Addition), with variances; and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Applicant Tyler Stevens Property 6330 and 6440 Hazeltine Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-10. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(rDci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Ravias, Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and IMedm Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Coda Amendments require a public hearing before the Planning Commission. City ordinances require all property, within 500 feet of the subject 5118 to be notified of the application in writing Any interested party ie invited to attend the meeting. • Ste prepares a report on me subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff wi11 give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about he proposal as a part of the hearing process. The Commission will Gose the public hearing and discuss the Item and make a recommendation to the City Council. The City Counal may reverse, of nc or modify wholly or partly the Planning Commission s recommendation. Remnings, land use and code amendments take a simple majority vote of me City Council except rezonings and land use amendments from residential to commerciallinclustrlal. • Minnesota State Statute 519 99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A nelgMorhood spokespersonimpresentative 15 encouraged to provide a Contact for the city. Often developers are encouraged 0 meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken ark any comespondenda regarding the application will be included in the report to the City Counal. M you wish to have something to be inducted in the report, lease contact the Planning Stan Person named on the notihcatim. BENJAMIN H & HIDEKO GOWEN BRIAN D & KRISTINE V MCMENAMIN CARVER COUNTY 6440 HAZELTINE BLVD 6393 MELODY LN 602 4TH ST E EXCELSIOR, MN 55331-8049 EXCELSIOR, MN 55331-6405 CHASKA, MN 55318-2102 CHASKA ROAD LLC 14525 HIGHWAY 7 STE 335 MINNETONKA, MN 55345-3739 DAMON M JOHNSON 6366 MELODY LN EXCELSIOR, MN 55331-6402 DONALD H & ANNETTE K DUEFFERT 2451 64TH ST W EXCELSIOR, MN 55331-8809 GARY SCOTT REED 2471 64TH ST W EXCELSIOR, MN 55331-8809 JEFFREY A & CHRISTINA M WUNROW 6361 MELODY LN EXCELSIOR, MN 55331-6405 KATHRYN BEYER 6470 ORIOLE AVE EXCELSIOR, MN 55331-7808 LESLIE A POLTRACK 164 DOUD DR LOS ALTOS, CA 94022-2369 MICHAEL C TOBIN 6377 MELODY LN EXCELSIOR, MN 55331-6405 CHINN FAMILY POWELL REV TRUST 112 TURQUOISE WAY SAN FRANCISCO, CA 94131-1640 DANIEL REICH 6378 MELODY LN EXCELSIOR, MN 55331-6402 GARY A & MARIE C BRIDGE 2449 64TH ST W EXCELSIOR, MN 55331-8809 HEATHER SAMDAHL 6421 ORIOLE AVE EXCELSIOR, MN 55331-7809 JOHN & RENA DRAGSETH 2600 FOREST AVE EXCELSIOR, MN 55331-8857 KELLY LEE HANCE 6480 ORIOLE AVE EXCELSIOR, MN 55331-7808 MARK S & LORENA M FLANNERY 2350 MELODY HILL RD EXCELSIOR, MN 55331-8893 MICHAEL D & KARA S TILDEN 6390 MELODY LN EXCELSIOR, MN 55331-6402 DALE JAMES & KELLY LEE HANCE 6480 ORIOLE AVE EXCELSIOR, MN 55331-7808 DAVID L & MARY JO W ILLADSEN 2325 MELODY HILL RD EXCELSIOR, MN 55331-8894 GARY G & JANET REED 2461 64TH ST W EXCELSIOR, MN 55331-8809 IND SCHOOL DIST 276 5621 COUNTY ROAD 101 MINNETONKA, MN 55345-4214 KARA T AMOROSI 6451 ORIOLE AVE EXCELSIOR, MN 55331-7809 KIM KAMRATH 6441 ORIOLE AVE EXCELSIOR, MN 55331-7809 MATTHEW ALLAN KLOSKOWSKI 6287 CHASKA RD EXCELSIOR, MN 55331-8824 MICHELLE M CURTIS 2446 64TH ST W EXCELSIOR, MN 55331-8808 MICHELLE NADINE NELSON MYKE L & LYNN S MILLER NANCY JO PERKINS-BROOKS 2445 64TH ST W 6405 MELODY LN 2448 64TH ST W EXCELSIOR, MN 55331-8809 EXCELSIOR, MN 55331-6404 EXCELSIOR, MN 55331-8808 PAUL J & JUDITH A POITEVENT QUALITY HOMES RENEWED INC RACHEL L POPKEN 2300 MELODY HILL RD 24800 WILTSEY LN 2460 64TH ST W EXCELSIOR, MN 55331-8893 EXCELSIOR, MN 55331-8963 EXCELSIOR, MN 55331-8809 REALTY INCOME PROPERTIES 3, LL 600 LA TERRAZA BLVD ESCONDIDO, CA 92025-3873 SCP PE CHAN LLC 2227 UNIVERSITY AVE SAINT PAUL, MN 55114-1625 WAYNE PETERSON 2444 64TH ST W EXCELSIOR, MN 55331-8808 RICHARD D BLISS 6400 MELODY LN EXCELSIOR, MN 55331-6403 STEVENS INVESTMENTS LLC 6505 FOX HOLLOW CT CHANHASSEN, MN 55317-9265 RUSSELL J & LYNN F PAULY 2447 64TH ST W EXCELSIOR, MN 55331-8809 TARA BROWNELL ABBOTT 18 PLANTATION HILLS DR EVANS, GA 30809-5614 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 5/19/2015 — CC DATE: 6/8/2015 REVIEW DEADLINE: 6/16/2015 CASE #: 2015-10 BY: Al-Jaff, et al. "The Chanhassen Planning Commission recommends that City Council approve a Rezoning of Property from Single Family Residential District to Mixed Medium Density Residential District; Preliminary Plat to Replat 8.69 acres into two lots with a variance for a private street; Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes); and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting rezoning of 0.94 acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of 8.69 acres located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances; Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: 6330 and 6440 Hazeltine Boulevard APPLICANT: Tyler Stevens Ben Gowen 6330 Hazeltine Boulevard 6440 Hazeltine Boulevard Excelsior, MN 55331 Excelsior, MN 55331 Phone: 612-770-7611 tyler.stevens@beehivemn.com PRESENT ZONING: Single Family Residential District and Mixed Medium Density Residential District 2030 LAND USE PLAN: Office/Residential Medium Density (Net density 4-8 Units/Acre) ACREAGE: 8.69 Acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving Rezonings because the City is acting in its legislative or policy- making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. SCWNVD Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 3 The following is a summary of the proposal: 1. Rezoning: The first request is to rezone the portion of the property that will be occupied by the expansion of the continuing care retirement facility from Single Family Residential District to Mixed Medium Density Residential District. 2. Subdivision/Preliminary and Final Plat: The second request is for the replat of 8.69 acres into two lots which will house the expansion of the continuing care retirement facility and an existing single-family home. 3. Site Plan: The final request is for a site plan to construct a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes). The total permitted site coverage in the R-8 district is 35 percent. The proposed development has a total hard coverage area of 33.5%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include limestone at the entry and paneling at the main body of the building. The addition will utilize identical materials to the existing building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The existing structure contains underground parking. The applicant is proposing to add additional surface parking along the westerly portion of the property. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. Access to the site is provided via Highway 41. Currently there are three access points, two for the single-family home and the third to the BeeHive Homes facility. The applicant is proposing to consolidate the three access points into one. The shared access is defined by ordinance as a private street which requires a variance. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the rezoning, subdivision and site plan with conditions as outlined in the staff report. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article )OM, Division 9. — Design Standards for Multifamily Developments Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 4 On October 22, 2012, the Chanhassen City Council approved the following: • Rezoning of 2.16 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium -Density Residential District for BeeHive Home - Planning Case #2012-15 • Preliminary and final plat to replat 2.16 acres into one lot - Planning Case 2012-15 for BeeHive Home • Site plan consisting of a 15,681 square -foot continuing care retirement facility, Planning Case 2012-15 for BeeHive Homes. The Land Use Plan designates the area that is south of the BeeHive Homes facility and west of Highway 41 as Residential Medium Density. This category has been established to accommodate medium -density residential development. The medium -density category, which includes units with a maximum net density of 8.0 units per acre, accommodates townhouses, two-family and multi- family dwellings, but would also permit the development of the continuing care retirement facility. Only the portion that will house the expansion is proposed to be rezoned to R-8. Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 5 The property south of the existing BeeHive Homes facility contains a single-family home which is proposed to remain on the site. SITE PLAN In order to provide a better understanding of the overall development, staff will first review the site plan component, which in tum leads to the rezoning. The building must comply with the Design Standards for the multi -family district and the standards set in the continuing care retirement facility. The city code requires the development to have an attractive design and use durable materials. Site coverage may not exceed 35 percent. The total hard surface coverage proposed on the site is 33.5%. The design of the building addition is attractive and is proposed to be constructed of high-quality materials that are identical to the existing building. They include limestone and paneling as the main body of the building. All elevations that can be viewed by the public have received equal attention. Parking is buffered from views by landscaping. The majority of the parking is underground and was approved as part of the existing building. Additional surface parking is being added along the easterly portion of the property. A trail is proposed to be extended along the east portion of the site to allow connection between the subject site and the surrounding area and separates pedestrian from vehicular traffic. The trash enclosure for the building is located inside the existing building and is hidden from views. The added landscaping and boulevard trees will provide a calming effect to a busy area. Lot z Existing Single family home The site plan request isfor Existing Green House a 10,700 square -foot addition continuing care %�111M to he removed Proposed Arre„ Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 6 retirement facility. The structure is proposed to be located on Lot 1, Block 1, BeeHive Home 2°d Addition. The building has a pronounced entrance, utilizes durable exterior materials, and exhibits articulation. The building maintains all required setbacks. The following applies to the continuing care retirement facilities: (1) The facility shall maintain state licensing. (2) The facility shall conform to the requirements of the Minnesota State Building Codes and Fire Codes. (3) The facility shall be connected to municipal services. (4) The facility shall be of residential style and character with a maximum structure height of 35 feet. (5) Parking areas shall be screened from public or private right-of-way and adjacent single- family residential areas. (6) One-third parking space per bed shall be provided with an additional parking space for every employee on the largest single shift. (7) The facility shall be located in a medium or high-density district with a gross density not exceeding 16 beds per acre. (8) Access to the site shall be from a collector or arterial street as defined in the comprehensive plan. Finding: The expansion will be licensed and conform to the requirements of the Minnesota State Building and Fire Codes. The site will be connected to municipal services. The building has a residential appearance to it. It maintains a one-story appearance and most of the parking is located underground. The current building has a capacity of 25 individuals and requires three employees on the major shift. This translates to 11 parking spaces. The existing site has 15 spaces. The proposed addition will require 5 additional spaces. The applicant is providing 9 spaces which exceeds ordinance requirements. The access to the site will be via Highway 41. The applicant is providing an expanded outdoor seating area as well as a 6,000 square -foot common activity space for residents. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan with conditions as outlined in the staff report. LIGHTING/SIGNAGE The applicant has submitted a lighting plan and a photometrics plan has been prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. HORIZONTAL LAMP(AVA) Planning Commission BeeHive Home 21 Addition — Planning Case 2015-10 May 19, 2015 Page 7 The development has an existing monument sign. The total sign area may not exceed 24 square feet and 5 feet in height which is in keeping with the district regulations. The sign is located at the current access point into the site. Staff is recommending the sign be moved to the new access into the site to clearly define the access for emergency vehicles. PARKING The ordinance requires one-third parking space per bed with an additional parking space for every employee on the largest single shift. The building (including the addition) has a capacity for 42 individuals which translates to 12.6 parking spaces. The major shift will have 5 employees. The total number of parking spaces required is 18. The applicant is providing 26 parking spaces. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The buildings incorporate adequate detail and has been tastefully designed to complement the existing building. The architectural style is unique to the buildings but will fit in with the surrounding area. The building utilizes exterior materials that are durable and of high quality. Signs: All signage must meet the sign ordinance. Material and Detail High quality materials are being used on the building. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. Hei¢ht and Roof Desirn The building is a one-story building. The roofline is staggered and contains dormers which adds articulation to the design of the buildings. All rooftop equipment must be screened from views. Planning Commission BeeHive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 8 Facade Transuarenc All facades viewed by the public contain more than 50 percent windows and/or doors. Loading Areas, Refuse Areas. etc. The trash enclosure is located inside the existing building and is hidden from views. SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city s development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Planning Commission BeeHive Home rd Addition — Planning Case 2015-10 May 19, 2015 Page 9 (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. REZONING The applicant is proposing to rezone 0.9 acres from RSF, Single Family Residential District, to R-8, Mixed Residential Medium Density District. The area to the north is occupied by the 7/41 Crossing shopping center and the existing BeeHive Homes building, and the area to the east contains Highway 41. The area to the west is occupied by single-family homes guided Residential Low Density, and the area to the south contains a single- family home and is guided Residential Medium Density. The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with the addition of 17 individual moms. The NORTH SOUTH EAST WEST DEVELOPMENT 7/41 Crossing Single Family Highway 41 Single Family LAND USE Commercial Residential NA Residential Low Medium Density Density ZONING Neighborhood RSF NA RSF Commercial The 2020 Land Use Plan shows this area designated for development as Medium Density Residential, net density of 4 - 8 units per acre. Appropriate zoning for this land use is R-8, RLM, or PUD -R. The use consists of a single building with the addition of 17 individual moms. The Planning Commission BeeHive Home 2°a Addition — Planning Case 2015-10 May 19, 2015 Page 10 occupants of the building will be individuals that need assistance with their mobility and will not put the same level of demand on the infiastructure that a typical medium density development would (Le. trip generation, parking, etc.) This area is in the Metropolitan Urban Service Area (MUSA). Staff is recommending that this area be rezoned to R-8 and fords that the rezoning is consistent with the Comprehensive Plan. SUBDIVISION The developer is requesting preliminary plat approval to replat 8.69 acres into two lots. Lot 1 is proposed to have an area of 3.1 acres and house a continuing care retirement facility. Lot 2 contains a single-family home that is proposed to remain on the site. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lots have street frontage; however, for safety reasons and through a number of discussions with MnDOT, the applicant will combine the access point for the two lots into one curb cut off of Highway 41. A shared access is defined as a private street and requires a variance. Staff is recommending approval of the variance. Staff directed the applicant to provide a concept for the future development of Lott. The applicant provided a sketch plan that shows a future cul-de-sac with a potential of 21 homes. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. RI5 Planning Commission BeeHive Home 2°d Addition — Planning Case 2015-10 May 19, 2015 Page 11 Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Fines: The subdivision meets the intent of the city code subject to the conditions of the staff report. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Fes: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, veget9tion, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Fin in: The proposed subdivision is provided with adequate urban infrastructure. Planning Commission BeeHive Home 21 Addition — Planning Case 2015-10 May 19, 2015 Page 12 VARIANCE FINDINGS Sec. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: Variance Findings Private Streets Section 18-57. Streets. Private streets serving up to four lots may be permitted in residential developments with a density of less than four units per acre if the criteria in variance section 18- 22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas It is the City and MnDOT's objective to minimize the number of curb cuts off of Highway 41. At the present time, a private street will adequately serve the two sites. When Lot 2 develops, a city street will be built which will eliminate the private street. Staff is recommending approval of the private street. Variance Findings within Subdivisions The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street will adequately serve the site until Lot 2 develops. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the location of the existing single-family home. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Planning Commission Beellive Home 2nd Addition — Planning Case 2015-10 May 19, 2015 Page 13 Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to utilize a private street until Lot 2 develops. At that point, it will be replaced by a public street. The applicant's request is reasonable. Staff is recommending approval of this request. SITE CONSTRAINTS Wetland Protection Neither the City of Chanhassen Wetland Inventory nor the Minnehaha Creek Watershed Wetland Inventory indicate the presence of a wetland on the subject property. These inventories are not definitive and the absence of a wetland on these does not preclude the presence of a wetland on site. Given the position on the landscape where the proposed infiltration basin will be built and the known groundwater issues in the area, this area should be evaluated for the presence of wetland characteristics to assure that there is not a wetland present. If one is determined to be present then the site plan must be altered to accommodate. Bluff Protection There are steep slopes on the subject property with grades approaching 50%. Because the change in elevation is less than 25 feet, it does not meet the criteria for classification as bluff but does merit caution during the design and construction of any site improvements. The submittal shows stormwater being channelized and directed over this slope. A stabilized conveyance shall be required as part of the stormwater management plan. Shoreland Management The property does not lie within any shoreland district. Floodplain Overlay This property does not lie with a floodplain. FUTURE PHASES City staff received a sketch of a ghost plat on April 2, 2015. This ghost plat must be incorporated into the plan set. This ghost plat does not show where or how the stormwater management of this site would take place, nor does it look at the grading needed for the western lots. The stormwater and grading analysis can take place when this phase is submitted for Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 14 development. This ghost plat provides a conservative look at access and traffic management by maximizing the number of lots on site. It is highly likely the final layout will vary from what is shown. a \1 A l \ ` � .El Beehive Phase 2 — Ghost Plat DRAINAGE All of the first phase of BeeHive drains to pond LM -P1.2 (Reed's Orchard pond). Approximately three quarters of the first phase area went through a pond construct with the project before being directed to pond LM -P1.2. The remainder of the site discharges directly to the pond. A wetland was converted to create this pond when Reed's Orchard Ridge was developed in 1990. A storm sewer interceptor pipe goes through the property taking runoff to the Reed's Orchard pond. Figure 1 Post development drainage - Beehive Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 15 The proposed expansion will maintain similar drainage patterns post -development. The newly - created access and the eastern 4,100 square feet of the new building shedding to the north through the pond created in Phase 1. The western portion of the expansion, including 14,900 square feet of building, will be directed to the west towards an existing low area. Conveyance will be overland through graded swales. This will create a concentrated flow condition immediately above a 16 -foot elevation change with a steeper than 2:1 grade. This condition is unacceptable as it will result in a situation where rill and gully erosion are probable to all of the first phase of BeeHive draining to pond LM -P 1.2 (Reed's Orchard pond). Approximately three quarters of the first phase area went through a pond construct with the project before being directed to pond LM -P1.2. The remainder of the site discharges directly to the pond. A wetland was converted to create this pond when Reed's Orchard Ridge was developed in 1990. A storm sewer interceptor pipe goes through the property taking runoff to the Reed's Orchard pond. The proposed expansion will maintain similar drainage patterns post -development. The newly created access and the eastern 4,100 square feet of the new building shedding to the north through the pond created in Phase 1. In Figure 2 Post development drainage pattern for Beehive Phase 2 only The western portion of the expansion, including 14,900 square feet of building will be directed to the west towards an existing low area. Conveyance will be overland through graded swales. This will create a concentrated flow condition immediately above a 16 -foot elevation change with a steeper than 2:1 grade. This condition is unacceptable as it will result in a situation where rill and gully erosion are probable to occur. A stable conveyance must be provided to the Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 16 proposed infiltration basin identified as 5P on the drainage plan. All drainage ways and stormwater treatment devices must be included in a drainage and utility easement. The infiltration basin will discharge to the west onto the co -applicant's property. This water will then route north and west. There is no identified discharge route and, based upon available topography, it appears the drainage will cross three private properties prior to entering the wetland located within the City park adjacent to Lake Minnewashta. This is the current flow path as well and discharge rates are decreased from current conditions. Discharge rates leaving the site to the southwest are less after development than existing conditions for all modeled storm events. Because the applicant did not model both Phase 1 and Phase 2 in a unified model, staff cannot determine if rates are reduced from existing conditions after build -out. In addition, failure to model the site in its entirety leaves us uncertain if the pond constructed during Phase 1 is adequate to accommodate the additional drainage. The original pond design didn't account for any of the land in Phase 2 draining to it nor the additional impervious. The applicant must model the entire site using data from Atlas 14. Figure 3 Proposed infiltration basin location and probable overland flow path to Lake Minnewashta To evaluate the drainage near structures, the grading plans must be revised to show the first floor elevations of adjacent lots. Spot elevations must also be shown to illustrate the drainage pattern near the existing house's driveway. The proposed grades on the site shall be no greater than 3:1. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 17 EROSION AND SEDIMENT CONTROL Because this is part of a larger overall common plan of development that will exceed one (1) acre of disturbance, the site is subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the issuance of any grading permits or the commencement of any earth -disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. City Code requires that six inches of topsoil be placed on all disturbed areas to be vegetated prior to the placement of sod, seed or other plant materials. The plans shall indicate this requirement and a stockpile area shall be indicated on the plan set. STORMWATER MANAGEMENT The applicant is required to manage stormwater for the site and must account for the impacts off- site contributions will have on the overall management plan. Management of stormwater not only includes rate control but must also consider runoff volume and water quality. Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Since this is part of a larger common development plan that will exceed one (1) acre in size, it falls under the National Pollution Discharge Elimination System permits — construction and MS4. Part III (D) 5 states that Chanhassen, as the permitee under the NPDES MS4 must implement a Post -Construction Stormwater Management program that incorporates management practices, with the highest priority given to "Green Infrastructure" that results in a reduction of stormwater discharge volume, stormwater discharges of total suspended solids (TSS) and total phosphorus (T). Part III (D) of the NPDES Construction permit, under which the developer will be operating, reads as follows: "Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. For purposes of this part, surface waters does not include man-made drainage systems that convey stormwater to a compliant permanent stormwater management system. For those projects where infiltration is prohibited (see Part III.D.l.j.), the Permittee(s) shall consider other methods of volume reduction and the water quality volume (or remainder of the water quality volume if some volume reduction is achieved) must be treated by a wet Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 18 sedimentation basin, filtration system, regional ponding or equivalent methods prior to the discharge of stormwater to surface waters." NOTE: Bold accentuation from the permit and represents terms defined within the permit. Prior to the development of Phase 1, that portion of the property that drained north was directed to pond LM -P 1.2. This pond is actually a wetland that was converted to a stormwater pond in 1990 prior to the MN Wetland Conservation Act going into effect and was not designed to NURP standards. The pond is undersized with a NURP ratio of only 0.14% of watershed area. It is a common design standard to have the surface area of the wet pond equal to 1% of the watershed area. In commercial areas the desired ratio is closer to 2%. Because of this, the pond does not provide water quality benefits consistent with Chanhassen City Code or the Federal Clean Water Act. When the first phase of Beehive was developed, a wet detention basin was constructed onsite. This basin took drainage from 0.56 acres as shown drainage area IS outlined in red in figure 1. Design for this pond was based off of the old Technical Paper No. 40 (TP40) data and is at capacity for the existing drainage area based upon data known to inaccurately depict precipitation patterns for the area. It is likely that, if modeled using the current Atlas 14 data, the pond would fail to meet water quality and flood attenuation standards. The current expansion proposes to send an additional 22,620 square feet of drainage area not accounted for in the original design model including nearly 10,000 square feet of additional impervious surface. The stormwater management must be designed based upon Atlas 14 data, to meet the water quality volume requirements and meet the flood protection requirements set forth in city code. This will likely require the diversion of this area — drainage areas 2S and 3S shown in figure 2 — to a facility that can accommodate this volume. The stormwater management report indicates that they are setting a water quality volume reduction goal of one (1) inch runoff from the net increase in impervious surface (1,510 cubic feet). They are required to meet a water quality volume of one (1) inch runoff from all new impervious surface (1,799 cubic feet). It appears that they meet the volume requirement under both scenarios. However, they did not provide any water quality modeling as required in section 19-144 of City Code. The provided stormwater management plan does not treat the runoff from the new road. A significant portion of the area being directed to the infiltration basin is undeveloped land that is not likely to be a significant source of TSS or TP. The applicant must provide a water quality model, as required by Code, showing that there is a net reduction in TP and TSS as required. Depressions within the landscape frequently exhibit poor drainage and a close proximity to seasonally high water tables. The applicant is proposing to install an infiltration basin in an existing depression. The applicant must provide evidence in the form of borings or permeameter tests consistent with the Minnesota Stormwater Manual showing that the area is capable of achieving the modeled infiltration rates. That table can be found here: http://stormwater.t)ca.state.mn.us/index.i)hi)/Recommended number of soil boring, pits, and permeameter tests for bioretention desiffi Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 19 The applicant must also provide evidence that there are no limitations such as seasonally high water tables that would preclude infiltration in this area. The stormwater management plan submitted shall include the hydrograph for the basin showing that drawdown is achieved in 48 hours or less. The applicant has provided a generic detail of a filtration feature. The generic detail must be revised to include elevations and grades specific to the site in which it is to be constructed. There must be a detail specific to both the filtration area and the infiltration area. This detail must be consistent with the MN Stormwater Manual. They are calling out a bioretention soil mix equivalent to MPCA Mix B which is appropriate for the infiltration area. This mix has a propensity to leach phosphorus and is not appropriate for the filtration area unless the applicant can show that the phosphorus content is less than 30mg/kg per Mehlich III as stipulated in the MN Stormwater Manual. The plan calls for seeding the infiltration and filtration features with state seed mix 33-261. Given the issues with plant establishment on the first phase of this site, coupled with the high probability that the seed will float and translocate downstream, seed is inappropriate for this application. Plugs and live plants shall be used and a planting schedule and a maintenance plan Fiore 4 Poor vegetation estaUlshmeat sd sift stabW=fion on Phase 1 pod shall be developed and submitted for city approvals and record retention. This plan shall include the anticipated maintenance activities necessary to assure long-term operation of the feature and must clearly identify who is responsible for the activities. Pretreatment is required for all bioretention features. A grass swale is acceptable but must be designed to the standards set forth in the MN Stormwater Manual. For instance, they must have flow velocities no greater than one foot per second for the design storm with a flow depth of less than four inches. Stormwater Utility Connection Charges Section 4-30 of Code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. Since there is no subdivision the fees will not be collected at this time. EASEMENTS Along with the proposed shift in the property lines, the perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. The City Council will vote on Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 20 approval of vacating the existing drainage and utility easements at the meeting on June 8, 2015. The new plat must include perimeter drainage and utility easement as well as easement over the utilities that are owned and maintained by the city and the treatment ponds. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation the pipe. An assumed 1:1.5 excavation slope is preferred, 1:1 minimum. TRAFFIC STUDY The existing Beehive access to Trunk Highway 41 will be eliminated. A new access to Trunk Highway 41 will be constructed at the Minnetonka Middle School West intersection. A traffic impact study was produced by Spack Consulting. They examined the trip generation expected from this development and the maximized lot number from the ghost plat. The results of their analysis are shown in the table below. Table 1 Trip Generation Estimate AM Peak Hour PM Peak Hour Phase — Land Use ITE Code Units Daily Entering Exiting Entering Exiting The study concluded that the low amount of new traffic generated by Phase 1 and Phase 2 of this development would not be significant enough to warrant a change in the traffic control on Trunk Highway 41. DRIVEWAYS, PRIVATE STREET & PARKING LOT The proposal would eliminate the three existing accesses (one on the north property and two on the southern property) and build a new, shared access to Trunk Highway 41. This plan is constant with MnDOT's preference to reduce the number of access points along the MnDOT highway. The engineer shall coordinate with MnDOT and incorporate their comments regarding the treatment of the driveway connection to Trunk Highway 41. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. The radius of the driveway curves must be shown on the plan set. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 21 The private street will need a name labeled on the plans. Name suggestions shall be submitted to the city for approval. The drive aisle of the parking lot must be revised to provide 26 feet wide from the face of curb to face of curb. SIDEWALKS The plans propose a 10 -foot sidewalk connection to the trail along Trunk Highway 41. The trail width shall be labeled on the plan set. The connection to the existing trail to the north is skewed. The plan shall be revised to reconstruct the trail further back to create a better tie-in. The engineer shall coordinate with MnDOT and incorporate their comments regarding the treatment of the trail along Trunk Highway 41. SANITARY SEWER AND WATER MAIN City -owned sewer and watermain were constructed with the first phase of BeeHive. The sewer and watermain will be lengthened down to the new access. These new trunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Plan and profile sheets are required for all publically-owned utilities. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. The sanitary sewer pipe under the new section of driveway is set at a 5.02% pitch. This steep pitch brings the sewer pipe closer to the surface. However, the ghost plat sketch the city received on April 2, 2015 shows that the proposed future development may have issues with maintaining sufficient sewer depth down the hill to the western portion of the site. That steep grade would likely necessitate the construction of a lift station for future development of the southern parcel. The grade on that pipe section shall be adjusted to a 0.50% slope to provide gravity sewer to as much of the southern property as possible. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 22 SEWER GRADE ' 1 3 KIW NHILL RADE LANDSCAPING Minimum requirements for landscaping include foundation plantings around the building and bufferyard plantings along property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. Staff recommends that the applicant meet the minimum bufferyard requirements, concentrating plantings in areas where the building comes closest to the property lines. Bufferyard plantings to the east of the building need to be located on the west side of the entryway rather than on the east as proposed. This insures no future conflicts with trail construction, utilities or right of way. Required Proposed North property line, 50' 0 overstory trees 0 overstory trees bufferyard B, 20' width 1 understory trees 0 understory trees 2 shrubs 2 shrubs South property line, 250' 3 overstory trees 3 overstory trees bufferyard B, 15' width 7 understory trees 2 understory trees 11 shrubs 7 shrubs East property line, 140' 2 overstory trees 2 overstory trees bufferyard B, 20' width 4 understory trees 7 understory trees 7 shrubs 5 shrubs West property line, 100' 1 overstory trees 3 overstory trees bufferyard B, 30' width 2 understory trees 0 understory trees 2 shrubs 0 shrubs Staff recommends that the applicant meet the minimum bufferyard requirements, concentrating plantings in areas where the building comes closest to the property lines. Bufferyard plantings to the east of the building need to be located on the west side of the entryway rather than on the east as proposed. This insures no future conflicts with trail construction, utilities or right of way. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 23 The applicant is extending the parking area on the original BeeHive site. The applicant will need to provide adequate screening of the parking area from Highway 41. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limits direct views of the pavement and the vehicles. PARKS The plans show sidewalks that connect to city trails throughout the site. COMPLIANCE TABLE Lot Ordinance Requirements RSF-R-8 Lot 1 Lot 2 Lot Coverage 35%-25% 46.5%* Building Height Ordinance Requirements Subject Site Principal 35/3 story 2 Story 1 Sto Building Setbacks Ordinance Requirements Subject Site East Front yard 25-30' 50 130 South Side yard 10-10' 25 220 North Side Yard 10-10' 130 10 West Rear yard 25-30' 45 490 Parking Requirements Ordinance Requirements Subject Site Stalls 18 26 NA RECOMMENDATION Staff recommends adoption of the following three motions: 1. REZONING "The Planning Commission recommends approval of Planning Case #2015-10 to rezone 0.9 acres of property from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Residential for Lot 1, Block 1, Beehive Home 2nd Addition subdivision contingent upon final plat approval, as shown in plans dated received April 17, 2015, and adoption of the Findings of Fact and Recommendation." 2. "The Planning Commission recommends the City Council approve the preliminary plat with a variance to allow a private street for Planning Case 2015-10 for BeeHive Home 2nd Addition as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 24 Engineering Conditions: 1. All conveyances, drainage ways and stormwater treatment devices must be included within a drainage and utility easement as required in Section 18-76 (c). 2. The perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. 3. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation of the pipe. 4. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. 5. The private street will need a name labeled on the plans. Name suggestions shall be submitted to the City for approval. 6. The drive aisle of the parking lot must be revised to provide 26 feet wide from face of curb. 7. The new trunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. 8. The sanitary sewer pipe under the new section of driveway is set at a 5.02% pitch. The grade on that pipe section shall be adjusted to a 0.50% slope to provide future gravity sewer to as much of the southern property as possible. 9. Plan and profile sheets are required for all publically-owned utilities." 3. SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 10,700 square -foot addition continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 25 Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: http://www.dli.mn.gov/CCLD/PlanConstruction.ast) 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. 5. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. 7. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Engineering eering Conditions: 1. A stable conveyance must be provided to the proposed infiltration basin identified as 5P on the drainage plan. 2. The applicant must create a HydroCAD model for the entire site using data from Atlas 14 and demonstrate the pond created with the first phase can accommodate additional drainage. 3. The applicant must model the conveyance to the infiltration basin as a reach and demonstrate that the grass filter swale meets the MN Stormwater Manual guidelines for pretreatment. 4. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 26 5. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 90% reduction in TSS as required by city code and the NPDES permits. 6. The plan set shall include a detail specific to each bioretention feature which is consistent with the MN Stormwater Manual. 7. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. 8. The stormwater management plan shall treat the runoff from the proposed drive. 9. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts III and IV of the permit. 10. The plans shall indicate that six (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 11. A final stabilization plan shall be prepared for the site. 12. The plans shall show locations proposed for stockpile areas. 13. A soils report shall be submitted to staff indicating soil conditions and permeability. 14. The grading plans must be revised to show the first floor elevations of adjacent lots. 15. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 16. The proposed grades on the site shall be no greater than 3:1. 17. The engineer shall coordinate with MnDOT and incorporate their comments. 18. The radius of the driveway curves must be shown on the plan set. 19. The trail width shall be labeled on the plan set. 20. The plan shall be revised to reconstruct the trail further north to create a better connection. 21. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 22. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. Planning Commission BeeHive Home — Planning Case 2015-10 May 19, 2015 Page 27 Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles." ATTACHMENTS 1. Findings of Fact. 2. Application and Project Narrative. 3. Reduced Copy Preliminary Plat. 4. Reduced Copy of Civil Plans. 5. Reduced Copy of Landscape Plan. 6. Reduced Copy of Architectural Plans. 7. Traffic Study from Spack Consulting dated April 14, 2015. 8. Letter from MnDOT dated May 11, 2015. 9. Letter from Benjamin Gowen dated May 1, 2015. 10. Letter from Colleen Nustad dated May 8, 2015. 11. Email from Jan and Gary Reed dated March 27, 2015. 12. Public Hearing Notice and Affidavit of Mailing. 9:xplm\2015 planning cas \2015-10 beehive expansion\claff'report.doc dols -10 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MAY 19, 2015 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Steve Weick, Maryam Yusuf, John Tietz, and Nancy Madsen MEMBERS ABSENT: Lisa Hokkanen STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: BEEHIVE 2ND ADDITION. PLANNING CASE 2015-10: REOUEST FOR REZONING OF APPROXIMATELY TWO ACRES OF PROPERTY LOCATED AT 6440 HAZELTINE BOULEVARD FROM SINGLE FAMILY RESIDENTIAL (RSF) TO MIXED MEDIUM DENSITY RESIDENTIAL (R-8): REPLAT OF PROPERTY LOCATED AT 6330 HAZELTINE BOULEVARD AND 6440 HAZELTINE BOULEVARD INTO TWO LOTS (BEEHIVE HOME 2ND ADDITION) WITH VARIANCES: AND SITE PLAN REVIEW FOR A 10,700 SOUARE FOOT ADDITION TO A CONTINUING CARE RETIREMENT FACILITY BEEHIVE HOMES), WITH VARIANCES. APPLICANT: TYLER STEVENS. OWNERS: TYLER STEVENS AND BENJAMIN & HIDEKO GOWEN. Aanenson: Thank you Chairman, members of the Planning Commission. As you stated this is an application. The two applicants are Tyler Stevens and Mr. Gowen and there's three actions. Three actions tonight that you'll be considering. One is the rezoning of .94 acres of property from residential single family to mixed medium density residential. A subdivision and preliminary plat and a site plan review of a 10,700 square foot continuing care retirement facility. So the two subject properties, so some it includes a site plan is 6330 Hazeltine Boulevard and the other one is 6440 and that's Mr. Gowen's property, and I wanted to point out Mr. Gowen's here tonight. He's had that property since 1937 and so I know he's had a lot of hostas and is a very careful steward of his property so we've had a lot of people look at this property. I think the fact that Mr. Stevens was able to work with them is a testimony to how he feels about the project that's next to him. This property, actually the last time I saw Mr. Gowen was actually when we did our Comprehensive Plan update. We were looking at that commercial center to the north and looking at some transitional zoning there and knowing that it'd probably be difficult to do single family residential, we guided the property to the north as either office or medium density residential and as you know that came in as a continuing care. Went to the medium density and then now this piece that Mr. Gowen has is also medium density so we're taking a portion of that to change to medium density. So again the rezoning is just a portion of the property. It's .94 acres. That's what's shown in yellow there so again it's consistent with the rezoning. Has to be consistent with the Comprehensive Plan and the subject site is. Now we're not rezoning the entire piece of property. It's Mr. Gowen's intent to stay in his home on the SCANNED Chanhassen Planning Commission — May 19, 2015 property and the rest of it so we'll go through it in a little bit more detail and Assistant City Engineer Alyson Fauske will talk a little bit more about kind of the remaining property but what we'd like to do is as a part of the application what we call is a ghost plat showing how that property could lay out in the future. So again this is the .94 that you'll be looking at that will be attached as the subdivision to the property to the north for the construction of an additional continuing care or as an expansion. Aller: Kate, and just for clarification. Even though we're looking at a ghost plat we're not taking any action on that. Aanenson: Thank you, yes. That would have to come back through another process. Another public hearing. Thank you for that clarification. So again this would be the subdivision replat. You can see Lot 1 will now be the expansion of BeeHive so it will be all one lot so we're adding a portion of that lot. That's the replat to the existing lot. Lot 2 will remain and that will have Mr. Gowen's home and other, there's some out buildings there and then you can see to the right, this would be the ghost plat in this area here. Again that would have to come back through the process to show but we wanted to make sure with the subdivision or the attachment of that lot that there's viability of the rest of the property that it does make some sense. Obviously there's tweaks to it and I know we'll talk a little bit more detail on that. So this again would be the ghost plat. Part of with this plat is to make sure that you know with right now with the two driveways, we had a right-in/right-out. It's being used as a full service as you get close to 41. Excuse me, Highway 7 and the middle school. A lot of turn movements there at certain times of the day. The new driveway then will be located T'ing into Minnetonka Middle School West and that existing driveway will go away. So with this subdivision there's also a variance for having existing structures off of a private drive, and I'll show you that here in a minute. So this is a little bit more detailed. Little bit better illustration of how this lays out. So this is the existing building. The proposed addition with 17 more beds. So the existing driveway will come out. Let's see if I can make this show up a little bit better. A little red dot maybe. The existing driveway would come out and move down here. It's our recommendation too that the sign come down so that it's easier for emergency vehicles or entering guests, that they can find the main entrance. So the private street comes in in the fact that we're serving two properties off of a private drive so that does require a variance so that the Findings of Fact are in there for the private drive. Again we think it makes sense. Ultimately this could become a public street when Mr. Gowen chooses to sell his home, whenever that may be but that was why we showed the ghost plat is how we can lay out the rest of that property. Could it be developed in the future and again we kind of went with a twin home or it could be a smaller lot too coming in in the future. So is there any questions so far on that part of it? Okay I'll show you a little bit more detail then. Just showing you the floor plan and I know when we got questions, I'll go back a little bit saying how does this work? It's actually going to be one building via building code that it's connected through a breezeway and that's between the blue and the yellow how they're connected. You can see that on the floor plan so it will function as one building but the connection of the breezeway. So the architecture, you can see what's out there today. It's just continuing compliment of that architectural feature. So you can see the existing building and the proposed addition and again more detail on the addition. There's a lot more detail in the staff report. I wasn't going to go through a lot of it. I'm assuming most of you are pretty familiar with it but it does meet the city code as far as all the architectural standards and then the parking. One of the Chanhassen Planning Commission — May 19, 2015 things I didn't show on here is there was some concern when people move in and out there's some activities that are higher so they are providing additional parking with the new phase and then providing that in good access for both buildings. Here's the material board. Again similar to what's already out there and the same style. I'll let Alyson Fauske go through some of the drainage on this site and some of the other engineering issues. Fauske: Thank you Kate. As you can see on this slide, this shows the existing, the post development drainage patterns with the area outlined in red showing the existing building that goes to a pond that was constructed with that development and then the area outlined in yellow that goes over land to a pond located in the Reed's Orchard Subdivision in this outlot here. So what the developer is proposing, the area that we just took a look at is essentially this orange area. Or pardon me is this area to the north here. The new area, drainage areas are shown in here with the proposed addition to the BeeHive development. The area in orange would go to a filtration basin. The area in red to the existing pond. The area in yellow to the MnDOT right-of- way and the area in blue, that would go over land and to the west. So the proposed filtration basin that goes to, from the previous, that goes to the west is in this location and actually even just today staff met with the applicant and the applicant's engineer to go over some of the concerns that staff had raised with the stormwater report making sure for one that the existing pond would have capacity for the additional drainage from this site. Another thing that has posed a little bit of a design constraint is that the, the storm event that one uses to model has changed. They've updated those rain event models so we're working with the developer so that they can get the drainage plan changed and altered so that it can meet the requirements from the City and the Watershed District. As Kate had mentioned, excuse me. A traffic analysis was done with this development and one of the reasons being is that we are doing a new connection to the Trunk Highway system removing 3 existing accesses and putting one that T's up with the middle school west. This was always the intention for looking at the development of this area. Phase 1 did not allow for that since the owner did not have rights to that connection point but now they're at an opportunity where they can do so. Staff and MnDOT I think all involved believe that this is an improvement to the corridor. It will still allow full access to the site so that you can have both right turns and left turns into the site but as part of the analysis staff working with the developer to get the ghost plat so that they could get a reasonable idea of what the ultimate number of units in a feature development would be so that when they took a look at the function of that access to 41, that the estimated trip generation would be in the ballpark of what you would ultimately see at that intersection so we're not just looking at this development by itself but we're also looking forward into the future and making an estimate on that. So based on those assumptions the developer had a traffic engineer do a trip generation analysis for both the a.m. and p.m. peak and based on that analysis they determined that there would be no changes needed in the traffic control at that location so no signalized, there'd be no signal requirements there. Excuse me. Highway 41 traffic would have the right-of-way would be the right movement for northbound and southbound would not have a stop condition. Aller: Alyson, are you. Fauske: Certainly. Chanhassen Planning Commission — May 19, 2015 Aller: Just ask a quick question. On that however should the conditions change in the future and it become desirable to have one, we can work with MnDOT and MnDOT can certainly come in and request or impose a stop light condition. Fauske: Certainly. MnDOT can certainly do that. It would be under MnDOT's jurisdiction being that it is a state highway. This was always something that was anticipated in this corridor would be to have a T intersection at that, at the middle school. Aanenson: Alyson I was going to have you maybe mention the safe to school a little bit further to the north. We've got, looking at a trail, I didn't show that. Maybe if you want to. So there is a proposed trail that connects to the north. To the existing building going north and then there is a control for crossing that street. Maybe if you want to just mention that too. Fauske: That's correct. A couple, time has kind of gotten away from me. Two -three years ago or so and Mr. Stevens might have a better idea on the exact dates but some improvements were made to the Highway 41 corridor where there's a pedestrian signal to allow pedestrians. It's a push button access so that folks that are using the trail can go ahead and push that. It's push activated. It's then a lighted signal warning motorists that there's a pedestrian crossing at that location. Traffic is to yield to the pedestrian so that was one of the intent was to provide a pedestrian access particularly for the middle school students that would be crossing Highway 41 so that they wouldn't have to make the crossing at Highway 7. Aanenson: I think you just had one other slide Alyson. Fauske: In addition to getting some idea of how any proposed future subdivision would lay out on Lot 2, for traffic perspective. Staff also likes to take a look at how the layout would work for sanitary sewer service so again we've been working with the developer's engineer to see if, how we would service this, any potential future development on this property sanitary sewer. The reason being the existing phase stubbed the sanitary sewer. It's right here at this location so we're taking a look to see if we continue extending this through here, if we would be able to get gravity sewer service to the most westerly lots within the ghost plat and one of the things that the developer's engineer is taking a look at is some sanitary sewer that is to the northwest that is deeper than what we're seeing at the existing proposed extension at this location. So those are parts of the process for getting things set up for having the foresight for any potential future development so that we, you know when the time comes when the property owner is ready to allow for development on the property that we kind of have a game plan and that we've looked forward and looked ahead to how we would service this with municipal utilities. Aanenson: Thank you. So I just want to say we put in the staff report too the landscaping plan. I didn't share that with you. There are a couple tweaks that we have for conditions of approval in the staff report. We also have the compliance table in there. One of the things we talked about when this project came forward in 2012 is that it does allow for two stories. Even the office zoning and this application is for one story. Highly articulate building. We think is really nice reflective in that transitional zone from the buffer from a state highway to lower density residential so it does meet all those requirements including the parking. So with that the staff is recommending approval. Again there's 3 motions that go with that so we've included in your 4 Chanhassen Planning Commission — May 19, 2015 staff report the Findings of Fact for the variance and for the subdivision so I'll be happy to answer any questions that you may have. Aller: Does anybody have any questions at this point? Madsen: I do. I just have a question about the private road. I just want to verify that the parameters of a private road would ensure sufficient access for emergency vehicles or an ambulance. Aanenson: Yes. The Fire Marshal does look at the plans for these and it's servicing right now. Actually I think one of the benefits of this private street, it's going to actually give better access in tum movements. Right now at certain peak hours, especially when school is unloading and loading, some of those turn movements are difficult so yes it will meet those requirements. Madsen: Thank you. Weick: I had. Aller: Commissioner Weick. Weick: Two questions pretty quick. It mentions hard cover. Not to exceed 35 percent and this is 33. Can you just clarify what the hard cover is calculated off of? Is it original Lot 1? New Lot 1 or Lot 1 plus Lot 2? I mean how is that calculated? Aanenson: I would have to go back and look at the staff report. Weick: Okay. Aanenson: It may be combined because they're, it's going to be one lot. If you look into the future. Weick: Like the new Lot 1. Aanenson: It'd be Lot 1, yes. Weick: Okay. Aanenson: That's my assumption, yes. Yeah it's both. Weick: Okay, thank you. Oh and then a question on the drainage. Just were there any concerns over the existing home and out buildings as far as where some of those drainage patterns might be? Fauske: The existing facility or? Weick: The single. Chanhassen Planning Commission — May 19, 2015 Aanenson: Mr. Gowen's home. Weick: Yeah. Fauske: Not that I'm aware of but it's a single family home so it's impervious surface is relatively small compared to what. Weick: I just mean the actual flow of it. If there was water. Aanenson: Water going to that house. Weick: Going to the house. Fauske: Not that I'm aware of. Weick: Okay. I didn't know if anything was noticed. Okay. Aller: Okay, and for those present and for those at home watching. Tietz: Andrew. Aller: I just want to remind everyone that these packets and the reports that we're provided to read and review are on the City website and you're certainly welcome to take a look at those. And if you do that before the meetings you can kind of read along with us or afterwards if you want to check out things before the City Council meeting, everything is on the website so. Tietz: Andrew? Aller: Mr. Tietz. Tietz: Yeah Alyson, I have a question regarding the stormwater retention. Fauske: Yes. Tietz: The new parcel for BeeHive, if the stormwater is in that, the west comer on the low end of that comer, how does that impact any future plans for the ghost plan? Are they, would they be stand alone projects so this is stormwater just for BeeHive and it would not be available for future development on Mr. Gowen's property? Fauske: That's an excellent question Commissioner Tietz. Currently the proposal is to provide infiltration for the proposed development on Lot 1. That being said the applicant can certainly take this opportunity to size it appropriately based on what they're anticipating is the ultimate development of the site. But as far as the standards for this development it would just be for lot, as it currently stands. The proposed. rol Chanhassen Planning Commission — May 19, 2015 Tietz: So potentially the ghost plan for Lot 2 would be encumbered by an additional ponding area for infiltration. Fauske: Correct. If we look at this slide shows it quite nicely. If we look at this potential ghost plat, the developer's engineer has identified this as a potential stormwater management area so any development proposal on Lot 2 would be subject to the surface water management requirements at that time. It's not grandfathered in under this because it would be under a new subdivision scenario so it would be, the new rules would apply to that subdivision and stormwater management. Tietz: Okay. And the west property, proposed west property line on Lot 1 and the ghost plan differ. Go back to the one that shows the drainage plan that's squared off and this one is angled. Is there just a. Fauske: That's an excellent question. Tietz: There you go. Aanenson: I think the ghost plat is probably more illustrative. Just showing how that would work. Tietz: That's what I, that's what I figured but it doesn't affect this... area. Aanenson: Absolutely, yeah. Tietz: Okay, thank you. Aller: Any additional questions? Okay. At this point in time if the applicant would like to come forward and make any presentation or comments, that would be wonderful. Tyler Stevens: Hello and good evening. My name is Tyler Stevens. I'm the applicant and my address is 6505 Fox Hollow Court. As you know about 2 years ago, 2 YZ. Well 20121 was here for the first round and my wife and I live in Chanhassen and when we decided to do this, you know started thinking about this whole idea 4-5 years ago, the reason we wanted to do it in Chanhassen was because we thought not only, we knew it would be an advantageous thing for the city. It's, the building looks, was designed to look and feel like a home and I think we've accomplished that. And one of the main reasons for the idea of doing this addition is to have, it's going to allow us to have 6,000 square feet more activity space for the residents to use. We are adding bedrooms but we're adding a significant amount of activity space really because the idea of BeeHive is kind of based on the premise that it's suppose to look, feel and act like a home and the only way of doing that is to you know bring in kids and you know outside activities and things like that. So you guys have any questions for me? I guess I can address Mr. Tietz, about the lot line adjustment. The original plan with the ghost plat when we first brought this to the City and they wanted to see a ghost plat. That was kind of like first phase, months and months ago so that angle was very, very preliminary in the beginning. And then once we hired the civil firm to kind of really start tightening up these plans, then they decided to do the 90 degree right 7 Chanhassen Planning Commission — May 19, 2015 off the existing property line and kind of simplify it a little bit. But the ghost plat was originally just more conceptual as to what could come. Aller: And again the only thing that you're asking us tonight is to work with the smaller. Tyler Stevens: Yep, just the Lot 1. We're going to be, we're breaking off the, just under the acre and just change the zoning and the variance for the addition. Aller: Alright. Tyler Stevens: But the remaining 6 acres would stay the same. Aller: Any additional questions for Mr. Tietz? Seeing none, thank you so much. Tyler Stevens: Thank you. Aller: At this point in time I'll open the public hearing portion of this item so anyone wishing to speak either for or against the item can do so at this time. We'd ask you to come up to the podium and state your name and address. Gary Reed: I'm Gary Reed, 2461 West 64' Street. Aller: Welcome Mr. Reed. Gary Reed: Yeah, anyway we're just happy on how this development has been working out for the neighborhood and for, you know because we knew it quite a while ago that it was up for rezoning at some point and so this is probably the best thing that can happen to that property for the rest of the neighborhood. Anyway we'll be more affected by the ghost plat, whatever that might be because our property butts into the west, southwest comer of that property there and actually I have probably an extra lot on my lot there that could be incorporated into that if it need be so anyway we're just happy. Aller: And Mr. Reed I just wanted to let you know we did receive your correspondence which is in the packet and we understand that in there you stated that you heard nothing but good things about BeeHive and it's operation and again you're very pleased that they're there. Gary Reed: My wife emails all the neighborhood girls. Jan Reed: Well I'll make a comment. Gary Reed: This is my wife Jan. Same address. Aller: Welcome. JanReed: We have a really great, tight knit neighborhood. Actually it's extended out. We have 26 women that at different amounts get together every month for a little gathering and so Chanhassen Planning Commission — May 19, 2015 everybody's been interested in the proposal. Our property. What was going to happen and I've just heard nothing but wonderful comments about Tyler. The development but Tyler as a person as how considerate he's been to the neighbors and especially now how considerate he's been to Ben and we just think Tyler's a wonderful person and we feel anything that he proposes in the future will be with great consideration for the neighborhood so I just wanted to let you know what the talk is among all the women is that it's just been a great project. Aller: Great, thank you so much. Aanenson: Mr. Chair if I may. I don't know if you know, maybe for our new commissioners too. So the Reeds is Reeds Orchard Ridge but they also owned the drive in where the first phase went in so there was a drive in there and some other buildings so they were the owners. Gary Reed: Reeds Drive In. Aanenson: Yes, I remember that. Yes. Yes. Aller: I missed that one. Mr. Gowen, welcome. Ben Gowen: My name is Ben Gowen, 6440 Hazeltine. I'm very much in favor of this proposal. I know that time will change and I will have to change and I'm getting old and I'm ready. I think it's a good project. Good deal. Aller: Well it's good to see you again. Thank you for your comments. Any additional comments? Seeing no one come forward we'll close the public hearing portion and open it to discussion by the commissioners. Weick: For fear of offending the staff that puts together awesome reports, I will say that the most important people that I personally hear from are the neighbors in the area and although there's, there's a lot of business that we take care of. It's always I listen the closest to how you feel about projects. It is the most important voice for us and for the City and so thank you for taking the time to come out and talk about this property and this development and this developer. It is very important I think to all of us what you think and what you want for your area so thank you. Aller: Additional comments? Yusuf: ...Commissioner Weick's point I'd acquiesce. Aller: Great, and it's great to hear about a neighborhood that works together and has a community feel to it because that's what Chanhassen's all about. We love to hear about that so again thank you for coming forward. I'll entertain a motion at this time. Yusuf: I'll make the motion. The Chanhassen Planning Commission recommends the City Council approve rezoning of property from Single Family Residential District to Mixed Medium Density Residential District. Preliminary plats to replat 8.69 acres into two lots with a variance 0 Chanhassen Planning Commission —May 19, 2015 for a private street. And the site plan review for 10,700 square foot addition to a continuing care retirement facility, BeeHive Homes and adoption of the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Madsen: Second. Aller: Having a motion by Commissioner Yusuf, a second by Commissioner Madsen, any further discussion? Yusuf moved, Madsen seconded that the Planning Commission recommends the City Council approve Planning Case #2015-10 to rezone 0.9 acres of property from RSF, Single Family Residential District, to R-8, Mixed Medium -Density Residential for Lot 1, Block 1, BeeHive Home 2°d Addition subdivision contingent upon final plat approval, as shown in plans dated received April 17, 2015, and adoption of the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Yusuf moved, Madsen seconded that the Planning Commission recommends the City Council approve the preliminary plat with a variance to allow a private street for Planning Case 2015-10 for BeeHive Home 21" Addition as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Engineering Conditions: 1. All conveyances, drainage ways and stormwater treatment devices must be included within a drainage and utility easement as required in Section 18-76 (c). 2. The perimeter drainage and utility easement must be vacated and re -platted to border the new property lines. 3. The proposed drainage and utility easement over the proposed sanitary sewer must be widened to facilitate the utility maintenance and excavation of the pipe. 4. The portion of the private driveway that would be shared for access will be considered a private street under the city code. It must, therefore, have a 7 -ton design and a joint access and maintenance agreement must be created between the two parcels. 5. The private street will need a name labeled on the plans. Name suggestions shall be submitted to the City for approval. 6. The drive aisle of the parking lot must be revised to provide 26 feet wide from face of curb. 7. The new trunk lines will be owned and maintained by the City. The services connecting to the buildings will be private. 10 Chanhassen Planning Commission — May 19, 2015 8. The sanitary sewer pipe under the new section of driveway is set at a 5.02% pitch. The grade on that pipe section shall be adjusted to a 0.50% slope to provide future gravity sewer to as much of the southern property as possible. 9. Plan and profile sheets are required for all publically-owned utilities. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Yusuf moved, Madsen seconded that the Planning Commission recommends the City Council approve the site plan consisting of a 10,700 square -foot addition continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened. Building Official Conditions: The building plans must be prepared and signed by design professionals licensed in the State of Minnesota A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: htti)://www.dli.mn.jzov/CCLD/PlanConstruefion.ast) 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. 5. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 11 Chanhassen Planning Commission — May 19, 2015 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Engineering Conditions: 1. A stable conveyance must be provided to the proposed infiltration basin identified as 5P on the drainage plan. 2. The applicant must create a HydroCAD model for the entire site using data from Atlas 14 and demonstrate the pond created with the first phase can accommodate additional drainage. 3. The applicant must model the conveyance to the infiltration basin as a reach and demonstrate that the grass filter Swale meets the MN Stormwater Manual guidelines for pretreatment. 4. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface. 5. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 90% reduction in TSS as required by city code and the NPDES permits. 6. The plan set shall include a detail specific to each bioretention feature which is consistent with the MN Stormwater Manual. 7. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. 8. The stormwater management plan shall treat the runoff from the proposed drive. 9. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts III and IV of the permit. 10. The plans shall indicate that six (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 11. A final stabilization plan shall be prepared for the site. 12. The plans shall show locations proposed for stockpile areas. 12 Chanhassen Planning Commission — May 19, 2015 13. A soils report shall be submitted to staff indicating soil conditions and permeability. 14. The grading plans must be revised to show the first floor elevations of adjacent lots. 15. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 16. The proposed grades on the site shall be no greater than 3:1. 17. The engineer shall coordinate with MnDOT and incorporate their comments. 18. The radius of the driveway curves must be shown on the plan set. 19. The trail width shall be labeled on the plan set. 20. The plan shall be revised to reconstruct the trail further north to create a better connection. 21. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 22. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: DAYCO CONCRETE CUP/SPA AMENDMENTS, PLANNING CASE 2015-11: REQUEST FOR AMENDMENTS TO CONDITIONAL USE PERMIT 2001-02 ND SITE PLAN AGREEMENT 2001-05 TO ALLOW SCREENED OUTDOOR STORAGE ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD) AND LOCATED AT lk? CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651452-5000 ° FAX: 651-234-6237 FILING OF DOCUMENTS TO: A COUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and e-mail Jean Olson at iolson(a�ck-law.com or fax completed form to the Chanhassen City Attorney's office referenced above. Please mail same to Jean Olson in the self-addressed stamped envelope attached. CLIENT/MATTER: CITY OF CHANHASSEN / STEVENS INVESTMENTS, LLC BEEHIVE HOME 2No ADDITION THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Certificate of Release of Mortgage by Title Insurance Company or Its Agent for the mortgage with Wells Fargo Bank, N.A. (doc # A509390) Certificate of Release of Mortgage by Title Insurance Company or Its Agent for the mortgage with the Secretary ✓ of Housing and Urban Development (doc # A509391) Resolution No. 2015-39 v Mortgage Holder Consent to Plat by First Minnetonka City tl� Bank Mortgage Holder Consent to Plat by U.S. Small Business Administration Mylar for Beehive Home 2"a Addition Site Plan Agreement 2015-10 Declaration of Temporary Private Access Easement V Document No. Document No. irw6g51 blow A blb9b2 hi q B kubgb4 AW6cib� &bgbb at 'r7t; o'clock a.m./p.m. on 2015, with the County Recorder / Registrar of Titles of Carver County, Minnesota. SIGNED: Thank you! SCANNED 183440 C-7- IS -1 d RECORDING FOR:P)6Cl1,yr- Date: c1 - I`S-►`� Enclosed are the following: Final Plat Mylars no larger than 22" x 34". Per Andrea Poehler, do not mark "Official Copy' on the County copy, or they may reject the mylars �\ Three, 1" = 200' scale paper copy of the final plat (Carver County Auditor, Assessor and Surveyor) X Signed Sim i4�re�rY\en� �( Mortgage Holder Consent to Plat(3) a Muer.. 6---1- C(oS+r Mortgage Holder Consent to th S,% -Plan r\ P11reerv'wn-' Warranty deed (if deeding an outlot to the City) N/A 1 K �c.rG c�l:or�c4-Irrr( �JcafuJ�ct'.etiI, 46LEr� Easementsec Sr Other: 4" UP- J X Qi—o t I « -A Cee, # A recent copy of the title commitment enclosed/emailed (date: ) Nl#, If there isn't a development contract, a copy of the resolution approving final plat The City of Chanhassen has: Final Plat Mylars ("City Copy") 1" = 200' scale mylar reduction of the final plat 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) Security: $15`b,a38 , S`: ,from M. , L- L-k�- (bank name) Cash fee: $ N >✓A, (C,41 hold[ cheLK7113-,5 p be—re(Jlaced by UL- 4, r G (c, 7 1 3 Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates Electronic Copy of Drainage Model Notified the developer that the current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid before the plat can be filed. Emailed the developer, city planner and building official regarding the status of filing the plat Provide confirmation that the documents have been submitted for recording by email to afauske@4Lduinhassen mn ti m'►hiQi ti riI429cra or fax to 952-227-1170. Sal�cc �C c�.�►-vr�i�has�y�.rnn.0 iiia NOTES: G:\ENG\FORMS\pUt recording checklist 20150915.dm Additional instructions on reverse? Yes/No SCANNEV CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA DATE: June 8, 2015 RESOLUTION NO: 2015-39 MOTION BY: Ryan SECONDED BY: McDonald RESOLUTION VACATING PUBLIC DRAINAGE & UTILITY EASEMENT AT 6330 HAZELTINE BOULEVARD, BEEHIVE HOME 2ND ADDITION WHEREAS, pursuant to Minnesota Statutes Section 412.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before the hearing to each property owner affected by the proposed vacation, the Chanhassen City Council has conducted a hearing to consider the vacation of the public drainage and utility easement legally described on the attached Exhibit "A'; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the public drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen: 1. The public drainage and utility easement legally described on the attached Exhibit A is hereby vacated. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas and sewer lines, water pipes, mains and hydrants thereon or thereunder, if any, to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereto. 3. The City Manager is directed to file a certified copy of this Resolution with the County Auditor and County Recorder of Carver County. 4. This resolution shall be recorded prior to but concurrent with the recording of the final plat for BEEHIVE HOME 2ND ADDITION. Passed and adopted by the Chanhassen City Council this 8'" day of June, 2015. / ATTTE Todd Gerhardt, City Manager Denny Lauf nburge Mayor YES NO ABSENT Laufenburger None None Campion McDonald Ryan Tjornhom EXHIBIT "A" All the public drainage and utility easements as dedicated per the plat of REEDS ORCHARD RIDGE and per the plat of BEEHIVE HOME, according to the recorded plats thereof, all in Carver County, Minnesota, over, under and across all of Lot 1, Block 1, said plat of BEEHIVE HOME. EXCEPT That part of Lot 1, Block 1, BEEHIVE HOME described as follows: Beginning at the Southeast comer of Lot 9, Block 1, REEDS ORCHARD RIDGE; thence easterly on an extension of the South line of said Lot 9 a distance of 40.00 feet; thence northerly parallel with the East line of said Lot 9 a distance of 46.00 feet; thence northwesterly to the Northeast corner of said Lot 9; thence southerly along the East line of said Lot 9 to the point of beginning. (reserved jor recording dam) DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT THIS DECLARATION is made this day of , 2015, ("Declaration") by the STEVENS INVESTMENTS, LLC, a Minnesota limited liability company (hereinafter referred to as "Declarant"). RECITALS A. Declarant is the fee owner of certain real property situated in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Lot 1, Block 1, BEEHIVE HOME 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota (herein referred to as "Lot 1"); And Lot 2, Block 1, BEEHIVE HOME 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota (herein referred to as "Lot 2"); B. Declarant desires to establish and secure a nonexclusive, temporary appurtenant access easement for roadway, access, ingress and egress, and utility purposes for the benefit of owners of Lot 2 over, under and across the Lot 1, which easement is legally described in Exhibit A attached hereto and made a part hereof and depicted on Exhibit B attached hereto and made a part hereof ("Easement Premises") for access to Hazeltine Boulevard, and finther desires to set forth certain covenants, conditions and restrictions regarding the same. NOW, THEREFORE, Declarant hereby declares as follows: 1. Property. Declarant acknowledges that it is the owner of Lot 1 and Lot 2. 182689v2 2. Grant of Easement. Declarant grants, declares, imposes upon and burdens Lot 2 with a temporary, nonexclusive easement over, under and across the Easement Premises for construction, maintenance, repair and replacement of a roadway for access, ingress and egress purposes and utilities, including but not limited to telephone, electric and cable television utilities. The Easement Premises is an appurtenant easement and is granted and established for the benefit of the Declarant and its successors, assigns and the future owners of Lot 1. 3. Use of Easement. All persons entering upon the Easement Premises under this Declaration shall confine themselves to the purposes contemplated herein, and no trespassing or other uses shall be permitted. The owners of Lot 1 and Lot 2 further agree not to obstruct, impede or otherwise interfere with each other or the owners of Lot I or Lot 2 in the reasonable use of the Easement Premises. 4. Acceptance. Each owner of Lot 1 and Lot 2, by accepting a conveyance of Lot 1 or Lot 2, whether or not it shall be expressed in such conveyance, accepts and agrees to all of the terms and provisions hereof and further agrees to execute any other documents necessary to effectuate the rights granted in this Agreement. 5. Construction, Maintenance, Repair of Roadway. The owner of Lot 1 shall be responsible for all costs associated with the construction of a roadway within the Easement Premises and for all costs for future maintenance and repairs of such roadway during the period that this Declaration is in effect, unless otherwise amended. 6. Termination. This Declaration and the easement granted under the Declaration shall cease upon dedication of a public road easement providing Lot 1 with access to Hazeltine Boulevard, which is expected to occur when Lot 2 is further subdivided into multiple lots. 7. Default. In the event Declarant or an owner of Lot 1 or Lot 2 shall fail to comply with its obligations imposed upon them under this Declaration, including payment of their share of costs for maintenance, repair and/or reconstruction of the roadway and utility improvements, then Declarant or the non -defaulting owner may send written notice to the defaulting owner of Lot 1 or Lot 2 setting forth the alleged default. If such default be the type which cannot be cured within such time period, unless the defaulting owner shall have commenced and is exercising the due diligence to cure the same, then the Declarant or non -defaulting owner may proceed to cure such default. If the failure of the owners hereto to perform their obligations hereunder cause an emergency, or a forfeiture of title, then the notice required to be given to such defaulting owner hereunder may either be dispensed with, or need only be such reasonable notice, if any, as is warranted by the nature of the specific condition involved and, if appropriate action is not timely taken by the defaulting owner, the non -defaulting owner shall be entitled to immediately cure such default without requirement of any further notice. In the event the non -defaulting owner shall cure the default of the defaulting owner, the defaulting owner shall be obligated to reimburse the non -defaulting owner for such costs and expenses of maintenance, repairs or reconstruction, plus interest at the lesser of twelve percent (12%) per annum or the maximum legal rate on demand, together with attorney's fees and other costs incurred in connection with collecting the same. 8. Amendment to Easement. This Easement may only be modified or amended, in whole or in part, with the written consent of all of the then owners of Lot 1 and Lot 2. 18268M 2 9. Binding Effect. This Declaration shall run with the land and inure to the benefit of and be binding upon the present and all future owners of Lot 1 and Lot 2, their respective successors and assigns, and all tenants, employees, agents and invitees thereof. 10. Governing Law. This Easement shall be governed by and construed in accordance with the laws of the State of Minnesota. 11. No Merger. The ownership, at any time during the Term of this Declaration, of more than one Parcel by the same Owner or by an Owner and an affiliate entity of such Owner, shall not create a merger of title, estate, or other merger, including any merger of the dominant and servient estate with respect to easements granted in this Declaration, and shall therefore not terminate any of the easements, covenants, or other terms or provisions of this Declaration as they apply to the Parcels, and all such easements, covenants, and other terms and provisions shall remain in full force and effect during the Term of this Declaration, regardless of any of the aforesaid common ownerships of any Parcels now or thereafter existing. IN WITNESS WHEREOF, the undersigned Declarant has caused this Easement to be executed the day and year first above written. DECLARANT: STEVENS INVESTMENTS, LLC Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2015, by the of Stevens Investments, LLC, a Minnesota limited liability company, on behalf of said company. Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center 1 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-50000 cjh 182689v2 EXHIBIT A TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT An easement for access purposes over and across that part of Lot 2, Block 1, BEEHIVE HOMES 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, which lies within the circumference of a circle having a radius of 45.00 feet. The center of said circle being the most easterly corner of said Lot 2. 1826S9v2 4 EDIT B TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT GEEESEE CEELC c'c kk C��- @ CC6C6 .. 8 w lF• v. ai - o N /'-' a �I W 11v---�� L F� ow xNw c\1€a r EU Z wNz�� W� ,- d ^ � z:a k . w 'oil 'II!H a sawep •.;.,��, �wssarn arz moa �ve�ae GEEESEE CEELC c'c kk C��- @ CC6C6 .. 8 w lF• v. ai - o N /'-' a �I W 11v---�� L F� ow xNw c\1€a r EU Z wNz�� W� ,- d ^ � z:a w GEEESEE CEELC c'c kk C��- @ CC6C6 .. 8 w lF• v. ai - 182689v2 5 '�i /'-' _.. :,fiat �` r Mef+:�.`,•.S�" 182689v2 5 MORTGAGE HOLDER CONSENT TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT a which holds a mortgage on all or part of the property more particularly described in the foregoing Declaration of Temporary Private Access Easement, which mortgage is dated , and recorded , as Document No. with the office of the County Recorder/Registrar for Carver County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Easement. By: Its And Its STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2013, by and and a Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road,#290 Eagan, Minnesota 55121 Telephone: (651) 452-50000 182689v2 6 [print name] [print name] day of , respectively the of . on behalf of said o _ y y jr pp pp1,16m LU od Q 7 5v e Z C14 Ld Lu It LU K M fgi 9 _�' �LJ f`� i i pSea i LU O m I 4ef ! ffS ii CIJ r, k `- t' !e m 1 li 1 1 Of° - .0 x -� WLJI fix; L(.5 w S'F`- i8f{e O ' LC� 8v_ip i< (;l g�!e � ! W S ex LU agS9 LUr, l V e 1 1 C� !d' ° 1 it r 1 I 14 rL14 i _______moi f ax � <� BEEHIVE HOME 2ND ADDITION NUKIKtA51 CUKNLK UI- JEC. 4, I. 116, K. L3' --- (FOUND CARVER COUNTY CAST IRON MONUMENT) r_-\ i t- N I r_-/1 F) _T_\ i 121 v L_I \4 I UI \ I I I j I UIVL_ �I \rI\U I1\4 ry R�c�F Z I q N No qi� `3232 I 75 is I 2e�9SFtii N 1 � / Zl NORTHEAST CORNER---, I I I OF LOT 9, BLOCK 1, i REED ORCHARD RIDGE h s I q �-------DRAINAGE AND --- go I Cf RECREATION, LAWN UTILITY EASEMENT ; �' -- MAINTENANCE AND--_, - \ �� SEC. 4 T. 116 R. 23 NEGATIVE EASEMENT \ AGREEMENT PER \� DOC. NO. A566834 w \ \ \ - VICINITY MAP mo S7I. ry / NO SCALE �w LAJ ; w ,r -- 55.968 f N83°3.7 E 1, � ,��" -T re) dol w/r�� SOUTHEAST CORNER --=:In 1 1 01,,' OF LOT 9, BLOCK 1. U b __L Z J REED ORCHARD RIDGE of N ; L' I h $ 75 / I I .ZI 40� _ nl�� I I 1 ^Cn Lu �. 3I C-41 00 N I•L6 vin n 1 N h I 1 N /% Iz Z) ZI 1 11 M I� o N I Q KI 4 I�, NI / M W LOT 1 M o i^ Q I it I o o z Ir I I oN W 2M A - LI J 1 I �> r- r- r1 �1 [> / I I A > f1 ) I r� / r- I I nT I o I! I `Q°al a2 r� o W L1�1 \ I— 1— — I L_U I 1 w i iI 4 I N O I \L_L_Li.� UI \\�Fl/-�I \ V I \I V\7 L_ ? 1-Q-/.. W 11 ,�D "o GD Njiw 41 j Ci IUj 4u o° o /\oN41 2a G� N i ryyA �o n O47 Q< n A r -I GI GI I //n6r �6 •N°NU cp �� o"'� LVIL_L_\-/LJ I / 11`` Ci 4 Noo30. 00 I 40 I I 2 y o I III I 811�h/ 513.01 N89 33 49 E IIL _ _ 143.90 S89'33'49"W - 80.95 i 2 �� 10 ----- --------385:31 ------------------- --r_/, A /' , N88.22'32"W i o _- l r - - - 127.70 z 4 - 5.41 \ ' gb' _ SW COR. OF THE Et/2 OF THE N I r / A i1 F T Ir I r_ t\ I 'I 1 (` /1 \ - — 72.23c S89033 4S \�\ i' �' NE1/4 OF THE NEI/4 OF SEC. 4 I \J L_ I / �t 654.59 \ I I I 1 L- I V L- I I I fi \/ I v L_ �J . t / S11°06'17"E 660.00 589349"W 1 to S78�332.14�_____ - ; ; 139.00 88°22'32"E --- — ------ / (40 RODS WEST DEED) , 43"WTHE-----'/1�1 - --- --- t°I 1 NE COR: OF THE SE1/4 OF r `-NORTH LINE OF THE SE1/4 4 w - �, NE1/4 OF SEC. 4, T. 116, R. 23 AND i ")1'/ ry O 75 I OF THE NE1/4 OF SEC. 4cnl to /(/ 7 THE NW COR. OF SWt/4 OF THE `, NWi/4 OF SEC. 3, T. 116. R. 23 I I I 56.10<� I v°° �� 60.93-•.-;;------- I 1 1 501°2115"W I 1 j69.03 S78053'43"W K\ I 3 o N83.15'11_W` N11.6'17"W ,-x5.61 58.lb- A16,>. /75NN54°29'53"W 4 52.88�--' N25-3'21"E / - \ �49 I BLOCK 1 s842�'\\ �� 1 � ,,\N ; `�o �my / \ zs wc,J li wz -D� pe) I l/� �� Gy1w 0 �� s^ -o w zp / Ci 5 O s I W / Z '/ r % jr V) I - � � LOT 2 s 3�' rI a M i \� I EAST LINE OF THE SE1/4 OF THE ry / I 1 NEI/4 OF SEC. 4 AND THE WEST LINE ---- OF SW1/4 OF THE NW/4 OF SEC. 3 ryfo/ n 6 cow to ------------------------ 588.74 ---------- --- 37.04 34.2 `. / N 660.00 S89°33'49 "W \ (40 RODS EAST DEED) PARALLEL WITH THE NORTH LINE OF THE SE1/4 OF THE NE1/4 OF SEC. 4 1 EAST QUARTER CORNER 01 SEC. 4, T. 115, R. 23 (FOUND CARVER COUNTY CAST IRON MONUMENT) PLAT ALE NO. C.R. DOC. NO. SCALE IN FEET 0 50 100 150 BEARINGS ARE BASED ON THE WEST LINE OF LOT 1, BLOCK 1, BEEHIVE HOMES WHICH IS ASSUMED TO HAVE A BEARING OF NO2.59'13"E. DENOTES 1/2 INCH IRON MONUMENT FOUND DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 47481. DRAINAGE AND U77LITY EASEMENTS ARE SHOWN THUS: I I II II 1-5 II II --�--J I---i-- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES, AS SHOWN ON THE PLAT_ R. HI 2�� INC. KNOW AILPERSONS BYTHf3E PRFiENIS: lne Stora Mamnmb, LLC, a Numsaa limitd xawB tarry, tndkp Go.q Toren efOe fhmko r3mwm Rm'nable Tore Agmmmtdetd September 6, 2tG6, end Bmjauin H. OOAneq TlmoreefNe Balauan R We. 3W, ftt manceoftha fIlowiqduailedpr„perdnmd en the caanry offmw, Seas ofAPums,ta, W wiL lel i, &ek IPEEHNE HUMS, aw�aditg w the rcaded plat Ihaao(C'wvm Comty, Mimewm. AND Begvvmg m Ne mrlhnet o ma of SeaNeart (juatht ofNotBenet (junta ofSommd, m Towrelep 116, Rnegma tor,; 23 Wea, tlenee mvg wi40 t rode, thence Book 24 rode, tlieeee est 40 rode; Nmce north 24 rode m Ne place ofbesinnitg. AND Bepiwdns Atnordnweet center afSomhwea Quarter ofl4ottlrwest Quemer M Shim 3 Town.hip Ilk Hare 23; Nene rumen, eat 139 feet to the egeteme of Oa FseAlaa aid Cnneha mad: Nmre a.mh mond, alorg the oemerlin fiend mad 267 feet W the Wit lire of®d Smem J; Alarm moMI glory, end swam lin, 220 kw W the plan, ofbegmemy AND Be,iaime a ¢pint in the moth line of Ne NMhwol Qnena efMe Nen et Qumme fSeeum 3, TOanekp 116, Ramge, 23, where ad line mt nth, E.claw and Cl Road, throe weedy abtc.ad live And along Ne weeh Bene oFNe Nmhme, Quarter ,(tine Nathat Quarter efSeeion 4 to Aid Toe mhtp end Rage Mtis wmhwat cava ofthe East Halfufthe\ofito tQmata of6. Xn0hat Qnrta ofaaid$mmen 4; Nene troll a n,ht W. 30 t S M. atin a line.erne with We Aid Sadh the s hweWfine deAcnbd brim ".lnfint vice aith a ed Fxeolaer and Choker Real aMve meni—exi theta Alan a mit mMW peimofbegmens Ilm ®ed Ne ems to W sm.Trad And pla4d An BEEHIVE 11O1,0 2ND ADDICON and do hereby' deNceeW the pudic Rrpmb4eax thepubic wap ad Ne dtatmpe and eeitity aeemmb As valid on Nu plc. In Mena wham.L sunt SMT, 6wcehnmb. LLC. a Nmnaon InAlM hebhry �Pmy. Pee o and thoac Immo m V be signna+d by iu pupa.5. Nis dry of_ 2D_ Steen hwsmmmb, ILC 13Y nXIMOFh@INTSO A COUN17' OF Den forging memman ane nelm-olalgd Solon, me td. tpy of 20_, by ,u of$tevm.lavam�, LLC, Mime. Wmiad k"ty..p F. on ttomfofii a mmpmy. BEEHIVE HOME 2ND ADDITION In wines whseo(d Bfinin Go+ea Tme a mole Hieleto Gowen Hews” hue Ageemen delta SepembarC 2m6.hr heman oils hand Nie dap of sup_ Bp Ifidetm Gomm 'Pepe¢ oPhe Hidke Gw'm Rew.Ade Tore Aµeemem deed ScptaW 6.3(06 STATE OF MINNESOTA CWNW OF Ina em,mes mmm�ert Ana>mewd,d berate me rm. ear or ±6_ W Mhko 6aAnm ne Truan W the Hideko Oewen Reraable Tura .4gremra died Sepuaba 6.:006. Naay Pabie, Carry, y 3ll, 1, 20 My Cgmnwon F.xphes Janney va0_ In %o nen, wheeo( Aid Hidete Gowm ml RnsJohnem, Co-Trwps orft Beymn H. ('pnwAA RovanEla'Pttl Agmmea dad SepwmW 6, 2 .lane Eaawo H Nen bade that day of M_ Ry: _ By: HidkJQ Aa Rua JnMam Co-Trmta afNe tlayamin H. Goren Re.ceabk Ca-Trmas :f,h. Be,.. H. Gowen Revaade True AmenreLL,ud Sepiemtc 6.3006 Tma.alaecnmt died Sceember 6._0nli SPATEOFMIK7SE OTA CWNT'Of' Tle fiaegarg ne.mr.a ws eU,o,Iwsd t,AN. me tde day of .T_, by Ifideka Oowen aeCo-Tnmne mf 1M Benjamin H. Gowen Revonble Tra AlFnnert deed Sepmlwr4 aaa06. Neiary public, Carry. Mmmanv My Cmrmesm EapEea tamwy 31, �_ _ Nary PWAc, County, Momesob MyC®o®13ipre.lamay 3l. ]B_ STATE OF MINNE5 A Cq WOF The bregsnp �mvtmrce warkn„wl+(gd befne mettia day mf ,a0,by Ro. temmm a. c..rrwa efnne Brnjamn x Govev Revmnle Tun wpnemm dad seprarna4 ams. Naary panic_ ccmy, Mimmuva My C.Bei n Evptrer Imuvy 31, aD_ LMacon F. Hanpm. de herebyeonfy Out Nis pla was preferred by me or m:da myd t eupaviaam Wer I oma duty I,mud:ad Smv,a to te Stem of hlomc m, Net m. platmasrza^rpmaamon of the bunds, uve, lit BE mahmm;al den and labels we »navy desiptmtd on thin plec d a all monuments d *I& on this plat have bran a will Mco +ly set wiOwn one 3'a, Out all waw A,adaiw mJ wet lmds s define in Mmnw,sa Steutea, So bm 5I15 01, Subd 3, Be mf Ne Alan oftlua cerdfi,IDe ve the. and labeled on Nia plat, and all p ,hi wave ere shown and labdd m Otis pla. M. F. llavprmry I,and Survey,, fume No. 47481 STALE OF MNNEWrA C UNIY OF The ferop.in,m omen, ane eckvwl.d,ed Wk. Am, I Mac. F. Ilmnpnm, fetd Saveyoa, I. No. 41MI, Aunty PtO1s, Cemty, , 31, mma 20 My Com®saen Expires lmoay 31, 20 CyfY COUNCB.OT iFIECIrI' OFCHANFLl45E\, MN`4LSOTA Thi. plat of ME T HOME M ADDITION Anne alNrovd And ,OW b, Aly Gly Coumdl of Poe Qty of Chmha..m, Nlinnsent, aaemular mmtirn hdd Ni. day of—a0—adis. .,Li. w &Oa p o inome of tlimaon SAW.. Sebvt 50303, SubA.vim 2. CITY COUNCD. OF THE CITY OF CIIAMUSKLY, MNNEROTA Bl By CofT SURVEYOR, CARVER CO13 .MIK`flVITfA Putman In Cheptn J93, Nlnrtsas leas of 1971, that plat hes bentapproved We day of fir Jdm E. FnBem et, Cava Caaty Sang COUNTY AUNTO RKAtIMKR, CARVER COUNTY, MIN N FSX I Immity mfy the tet I." I. And femmyea+ have bent ped/v lata dazm5d on N. pI¢ Dad Wat_d9'of a0_ HIr TaeDefine.Cewa Curtly Ateit T. COUNTY RECORDER, CARVER COUNTY, MLNNESOTA 1 hereby..* that Nat ple ofBEMMT HOME 21Y13 ADD1'IiON Anne hld baa dayof W_ I ddok .Ms W:®m1No. w John F,. Freanpr, Cava Coma, RaeeB a JAMES R. HILL. INC. BEEHIVE HOME 2ND ADDITION KATRFAST CtlMER OF WC ,. T. 114 R tJ y (FN11Y GN\ER ClI.MrT GST NM KNUA "T) I I .:LV ) VIVL_ ((MAI vl\V.: ,SII V\7 ` 4 NmTHEAST camEx-_-, Or LOL ,, RIM'R 1. flFID MLXAW M044 J "` _ Ullur. EwmFJIT Amo 00. WE A546614 �u \fit gryS I •, \\� !� ij / !OU,KAUcarlm • V.I ' ✓ A 1 I® TaAiilum m¢ QUI 1_J i 1 _tea 1 / ii I Ar 1 MOD b ss I§§ 1 H 1 ^p s't i �, Ic r ,1` ('1`JJ1`e A rl 1 CO �U LOT 1 �- Ld I uJ I prr-n^ r'\D � I A pry [) I Ir�nr- j ��T ' IE li C` IJi I O \LL_Vv \-/I �ll\V \IV\7L ^/`It / ! N f J 1 I i t y-� m, ih $ I LiL-v,a, I C t Alr'I ^t1\/ <� a:� 1 /J t ryU ^ b" / IVI L_L_VV I / ,' _ ivoo/k'^� - 51101 N89W49'E � I-- __ •tom% \� ar F11 LL _ _ ____ __ ___ ___ __ iwvo ami ia'T 5.4 \\ Aw.a TE EI/2 M THE AI�-4 / A -__^r- TI 1r- Nlr-'I� �` /\r_mn `.L-/♦ A 1�IISSQiYW'•- rib sm 49'W �� AEl/. rc nE 1E1/4 tl' aEl: 4 1 V L_ I/ `Y wy V I I F1 L_ I V L 1 1 l Y V v L v. `Y _ UVwI i i VL / (a o m _ — I sr°1+11t'---� i r �I a� AE mR a TXe 41/� o- nc-- r F -W THE lK OC rF SEI/1 yJ ` r(1/4 W SEC 4. T. 116 R. EJ AND � '// I Dr rrE rcl/4 aE sEc • ir1 Id .�- 1\, THE NW m0. DES'NI/4 a W I I Ij /I I%.A`/4 OF $ECS T R lit I I I smYns'E `\ I Y I "tosTrs4rE``t'�� `F I I 1___Nes�sylti� l J, 11 ;''m YrrW ice`. $ [✓1� I J /.,+66I ++ `� �� / fu �� I BLOCK 1 1.s, ^- 'Ze : �� / Cgs v/ _ 8� AI i p I, ~-��` E�AH�g C /� A \ JAI `L LOT 2 '"/ I -' M / 1 V V EAST UAW OF THEW OF TIE NU/4 0' 411 4 NO . KS7 I �(\ u RU/4 DF TXE RW14 W see sA 41 / 1 1.3r 1L_____________________________ ----------------------------- j 660.00 S89 49 W EmO (4s ) xms vsT --rNu ( a N' x W) D,TXE 41/4 0' M HEI/4 IE SEC 4 VI S M FEET D 50 100 BEARINGS ARE BASED ON THE NEST UNE OF LOT 1. BLOCK 1. BEEHIVE HONES NHWH IS ASSUMED TO HAVE A BEARING OF 1402.58'13'E • DFNOrE11/2 NIM MOM MONAENr Fmw 0 DB GnS 1/I INCN . 14 IRON IRM MOMIYENT SET AND MARIEO W EICENS'_ ND. 47481. DRAINAGE ANO URLIrr FASEMCNTS ARE SHOW 1 1 s+l I I Ips I 1 I I I I 1 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDCAWD. ADMIRING LOT LINES AND BEING 10 FEET IN WIDTH. UNLESS OTHERWISE INDICATED. ADJOINING RIGHT OF WAY LINES. AS SHONN ON THE PLAT. STALE HPI W. T (— SITE ,t 1 SEC ♦ L 0.– L 116 }) VICINITY MAP ND SCA E BEEHIVE HOME 2ND ADDITION KATRFAST CtlMER OF WC ,. T. 114 R tJ y (FN11Y GN\ER ClI.MrT GST NM KNUA "T) I I .:LV ) VIVL_ ((MAI vl\V.: ,SII V\7 ` 4 NmTHEAST camEx-_-, Or LOL ,, RIM'R 1. flFID MLXAW M044 J "` _ Ullur. EwmFJIT Amo 00. WE A546614 �u \fit gryS I •, \\� !� ij / !OU,KAUcarlm • V.I ' ✓ A 1 I® TaAiilum m¢ QUI 1_J i 1 _tea 1 / ii I Ar 1 MOD b ss I§§ 1 H 1 ^p s't i �, Ic r ,1` ('1`JJ1`e A rl 1 CO �U LOT 1 �- Ld I uJ I prr-n^ r'\D � I A pry [) I Ir�nr- j ��T ' IE li C` IJi I O \LL_Vv \-/I �ll\V \IV\7L ^/`It / ! N f J 1 I i t y-� m, ih $ I LiL-v,a, I C t Alr'I ^t1\/ <� a:� 1 /J t ryU ^ b" / IVI L_L_VV I / ,' _ ivoo/k'^� - 51101 N89W49'E � I-- __ •tom% \� ar F11 LL _ _ ____ __ ___ ___ __ iwvo ami ia'T 5.4 \\ Aw.a TE EI/2 M THE AI�-4 / A -__^r- TI 1r- Nlr-'I� �` /\r_mn `.L-/♦ A 1�IISSQiYW'•- rib sm 49'W �� AEl/. rc nE 1E1/4 tl' aEl: 4 1 V L_ I/ `Y wy V I I F1 L_ I V L 1 1 l Y V v L v. `Y _ UVwI i i VL / (a o m _ — I sr°1+11t'---� i r �I a� AE mR a TXe 41/� o- nc-- r F -W THE lK OC rF SEI/1 yJ ` r(1/4 W SEC 4. T. 116 R. EJ AND � '// I Dr rrE rcl/4 aE sEc • ir1 Id .�- 1\, THE NW m0. DES'NI/4 a W I I Ij /I I%.A`/4 OF $ECS T R lit I I I smYns'E `\ I Y I "tosTrs4rE``t'�� `F I I 1___Nes�sylti� l J, 11 ;''m YrrW ice`. $ [✓1� I J /.,+66I ++ `� �� / fu �� I BLOCK 1 1.s, ^- 'Ze : �� / Cgs v/ _ 8� AI i p I, ~-��` E�AH�g C /� A \ JAI `L LOT 2 '"/ I -' M / 1 V V EAST UAW OF THEW OF TIE NU/4 0' 411 4 NO . KS7 I �(\ u RU/4 DF TXE RW14 W see sA 41 / 1 1.3r 1L_____________________________ ----------------------------- j 660.00 S89 49 W EmO (4s ) xms vsT --rNu ( a N' x W) D,TXE 41/4 0' M HEI/4 IE SEC 4 VI S M FEET D 50 100 BEARINGS ARE BASED ON THE NEST UNE OF LOT 1. BLOCK 1. BEEHIVE HONES NHWH IS ASSUMED TO HAVE A BEARING OF 1402.58'13'E • DFNOrE11/2 NIM MOM MONAENr Fmw 0 DB GnS 1/I INCN . 14 IRON IRM MOMIYENT SET AND MARIEO W EICENS'_ ND. 47481. DRAINAGE ANO URLIrr FASEMCNTS ARE SHOW 1 1 s+l I I Ips I 1 I I I I 1 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDCAWD. ADMIRING LOT LINES AND BEING 10 FEET IN WIDTH. UNLESS OTHERWISE INDICATED. ADJOINING RIGHT OF WAY LINES. AS SHONN ON THE PLAT. Thomas]. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry- A. Schaeffer, III Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Monge, III David H. Schultz Kurt S. Fischer Grand Oak Office Center I 860 Blue Gentian Road Suite 290, Eagan, MN 55121 651-452-5000 Fax 651-234-6237 www.ck-law.com CAMPBELL KNUTSON Professional Association October 23, 2015 RECEIVED Ms. Shanneen Al-Jaff, Senior Planner C/o City of Chanhassen OCT 2 6 2015 7700 Market Boulevard P.O. Box 147 CITY OF CHANHASSEN Chanhassen, MN 55317 Re: Stevens Investments, LLC — Plat of Beehive Home 2nd Addition Dear Ms. Al -Jaffa Enclosed please find the following original recorded documents regarding the above - referenced matter: 1. Certified Resolution No. 2015-39 recorded as Document No. A616961; 2. Mortgage Holder Consent to Plat by First Minnetonka City Bank recorded as Document No. A616962; 3. Mortgage Holder Consent to Plat by US Small Business Administration recorded as Document No. A616963; 4. Mylar plat recording information sheet — plat recorded as Document No. A616964; 5. Site Plan Agreement 2015-10 recorded as Document No. A616965; and 6. Declaration of Temporary Private Access Easement recorded as Document No. A616966. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association J Olson, Leg Assistant /j mo Enclosures 184095 SCANNED Document No. A616961 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Certified Recorded on -September 22. 2015 4:30 PM Fee: $46.00 IIIII 111111 II III III c 616961 oun y Recorder CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2015-39, "Resolution Vacating Public Drainage & Utility Easement at 6330 Hazeltine Boulevard, Beehive Home 2"1 Addition" dated June 8, 2015 with the original copy on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 23rd day of June, 2015. K en J. E el ardt, uty Clerk Return To Title Mark 121 West Main - Suite 200 Waconia, MN 55387 SCANNED CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA DATE: June 8, 2015 RESOLUTION NO: 2015-39 MOTION BY: Ryan SECONDED BY: McDonald RESOLUTION VACATING PUBLIC DRAINAGE & UTILITY EASEMENT AT 6330 HAZELTINE BOULEVARD, BEEHIVE HOME 2ND ADDITION WHEREAS, pursuant to Minnesota Statutes Section 412.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before the hearing to each property owner affected by the proposed vacation, the Chanhassen City Council has conducted a hearing to consider the vacation of the public drainage and utility easement legally described on the attached Exhibit "A"; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the public drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen: 1. The public drainage and utility easement legally described on the attached Exhibit A is hereby vacated. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas and sewer lines, water pipes, mains and hydrants thereon or thereunder, if any, to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereto. 3. The City Manager is directed to file a certified copy of this Resolution with the County Auditor and County Recorder of Carver County. 4. This resolution shall be recorded prior to but concurrent with the recording of the final plat for BEEHIVE HOME 2ND ADDITION. Passed and adopted by the Chanhassen City Council this 8th day of June, 2015. ATTE Todd Gerhardt, City Manager Denny Lauf nburge Mayor YES NO ABSENT Laufenburger None None Campion McDonald Ryan Tjomhom I . , EXHIBIT"A" All the public drainage and utility easements as dedicated per the plat of REEDS ORCHARD RIDGE and per the plat of BEEHIVE HOME, according to the recorded plats thereof, all in Carver County, Minnesota, over, under and across all of Lot 1, Block 1, said plat of BEEHIVE HOME. EXCEPT That part of Lot 1, Block 1, BEEHIVE HOME described as follows: Beginning at the Southeast corner of Lot 9, Block 1, REEDS ORCHARD RIDGE; thence easterly on an extension of the South line of said Lot 9 a distance of 40.00 feet; thence northerly parallel with the East line of said Lot 9 a distance of 46.00 feet; thence northwesterly to the Northeast corner of said Lot 9; thence southerly along the East line of said Lot 9 to the point of beginning. Document No. A616962 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Certified Recorded on -September 22, 2015 4:30 PM Fee $46.00 miiruuum 616962 (Reserved for recording dam) MORTGAGE HOLDER CONSENT TO PLAT John E Freemyer County Recorder THIS CONSENT TO PLAT, made this 18th day of September , 2015, is granted by First Minnetonka City Bank, a Minnesota banking corporation. For One Dollar and other good and sufficient consideration, in hand received, First Minnetonka City Bank, which holds a mortgage on the land legally described on the attached Exhibit A, hereby consents to the platting of land in Carver County to be known as BEEHIVE HOME 2ND ADDITION. This consent is irrevocable and First Minnetonka City Bank agrees to cooperate in the signing and filing of any and all documents which maybe necessary for the filing of a plat with respect to this property. FIRST MINNETONKA CITY BANK <S� By Cott A. eraas ,-. Vice President STATE OF MINNESOTA ) )ss. COUNTY OF HEVNEPTN ) The foregoing instrument was acknowledged before me this 180 -day of September 2015, by Scott A. Elleraas the Vice President of First Minnetonka City Bank, a Minnesota banking corporation, on its behalf. Notary Pudic Minnesota -- __-_ Notary Public DRAFTED BY: CAMPBELL KNu15ON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP RNA'+o Title Mark 121 West Main - Suite 200 Waconia, MN 55387 ,C,ANNEC 183335 EXIIIBIT"A' LEGAL DESCRIPTION OF SU13JECT PROPERTY Lot 1, Block 1, Beehive Home, Carver County, Minnesota. WE Beginning at the northeast comer of Southeast Quarter of Northeast Quarter of Section 4, in Township 116, Range 23 West, thence running west 40 rods; thence south 24 rods; thence east 40 rods; thence 24 rods to the place of beginning. AND Beginning at northwest comer of Southwest Quarter of Northwest Quarter of Section 3 in Township 116, Range 23; thence naming east 139 feet to the centerline of the Excelsior and Chaska Road; thence southwesterly along the centerline of said road 267 feet to the West line of said Section 3; thence north along said section line 220 feet to the place of beginning. 0 Beginning at a point in the south line of the Northwest Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, where said line intersects the Excelsior and Chaska Road; thence westerly along said line and along the south line of the Northeast Quarter of the Northeast Quarter of Section 4 in said Township and Range to the southwest comer of the East Half of the Northeast Quarter of the Northeast Quarter of said Section 4; thence north at right angles 30 feet; thence east in a line parallel with the said South line as heretofore described to the point of intersection with said Excelsior and Chaska Road above mentioned; thence along said road to point of beginning. I Document No. A616963 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Certified Recorded on -September 22, 2015 4:30 PM AFee $46 00 VIII 616963 y IIIIIIII Count Recorder 615963 (Reserved for recording data) MORTGAGE HOLDER CONSENT TO PLAT THIS CONSENT TO PLAT, made this /6- day o 2015, is granted by U.S. Small Business Administration, an Agency created by an Act of Congress, as amended, with its principal office in Washington, D.C., and a District Office in the City of Fresno, California, and whose address is 801 R Street, Suite 101, Fresno, California 93721. For One Dollar and other good and sufficient consideration, in hand received, U.S. Small Business Administration, which holds a mortgage on the land legally described on the attached Exhibit A, hereby consents to the platting of land in Carver County to be known as BEEHIVE HOME 2ND ADDITION. This consent is irrevocable and U.S. Small Business Administration agrees to cooperate in the signing and filing of any and all documents which may be necessary for the filing of a plat with respect to this property. ADMINISTRATOR OF THE U.S. SMALL BUSINESS ADMINISTRATION MLO u By: -� Its• E div. Return To Title Mark 121 West Main - Suite 200 Waconia, MN 55387 183335 SCANNED STATE OF CALIFORNIA ) ) SS: COUNTY OF FRESNO ) On SEP 18 2015— before Sheryl William before me, ms a Notary Public, personally appeared naymond A. Kulina , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(sare subscribed to the within instrument and acknowledged to me that(fie she/they executed the same in(ffi/her/their authorized capacity(ies), and that by I5her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Y WC6: Y4,14// qw, MONICA SHERYL WILLIAMS Signature, Notary Public;, Commission # 2055873 Z .;gym - Notary Public - California z Z T— Fresno County > M Comm. Expires Jan 25, 20 J DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP 183335 EXHIBIT "A" LEGAL DESCRIPTION OF SUBJECT PROPERTY Lot 1, Block 1, Beehive Home, Carver County, Minnesota. O Beginning at the northeast corner of Southeast Quarter of Northeast Quarter of Section 4, in Township 116, Range 23 West, thence running west 40 rods; thence south 24 rods; thence east 40 rods; thence 24 rods to the place of beginning. AND Beginning at northwest corner of Southwest Quarter of Northwest Quarter of Section 3 in Township 116, Range 23; thence running east 139 feet to the centerline of the Excelsior and Chaska Road; thence southwesterly along the centerline of said road 267 feet to the West line of said Section 3; thence north along said section line 220 feet to the place of beginning. 0 Beginning at a point in the south line of the Northwest Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, where said line intersects the Excelsior and Chaska Road; thence westerly along said line and along the south line of the Northeast Quarter of the Northeast Quarter of Section 4 in said Township and Range to the southwest corner of the East Half of the Northeast Quarter of the Northeast Quarter of said Section 4; thence north at right angles 30 feet; thence east in a line parallel with the said South line as heretofore described to the point of intersection with said Excelsior and Chaska Road above mentioned; thence along said road to point of beginning. 183335 Document No. A616964 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Certified Recorded on -September 22, 2015 4:30 PM Fee. $56.00 VIII IIII II VIII III John E Freemyer 616964 County Recorder N DOCUMENTAUMBER PLAT AME _I�FEW1 l/E SCANNED #q Document No. A616965 OFFICE OF THE COUNTY RECORDER U CARVER COUNTY, MINNESOTA Certified Recorded on -September 22, 2015 4:30 PM Fee $46 00 1111 I I I II I I John E Freemyer 616965 County Recorder CITY OF CHANHASSEN SITE PLAN AGREEMENT 2015-10 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated June 8, 2015, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and STEVENS INVESTMENTS, LLC, a Limited Liability Corporation (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 10,700 square -foot addition to a continuing care retirement facility, Planning Case 2015-10 for BeeHive Home (referred to in this Site Plan Agreement as the "Project"). The land is legally described as follows: Lot 1, Block 1, BeeHive Home 2"d Addition, according to the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and famishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (C 1) Title Sheet dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan B: (C2) Existing Conditions Plan/dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan C: (C3) Site Plan Information dated received April 17, 2015, prepared by lames R. Hill, Inc. Planners/Engineers/Surveyors. Plan D: (C4) Proposed Drainage Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. SP -1 Return To Title Mark 121 West Main - Suite 200 Waconia, MN 55,387 SCANNED Plan E: (C5) Erosion and Sediment Control Details Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engincers/Surveyors. Plan F: (C6) Final Erosion and Sediment Control Details dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan G: (C7) Final Grading & Drainage Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan H: (C8) Final Tree Preservation Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan 1: (C9) Final Utility Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan J: (C 10) Final Paving & Dimensioning Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan K: (Cl l) Details received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan L: (LSCAPE) Final Landscape Plan received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan M: (LP) Photometric Lighting Plan dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan N: (Al) Title Page Site Plan dated received April 17, 2015, prepared by Sharratt Design Company. Plan O: (A2) Main Level Plan dated received April 17, 2015, prepared by Sharratt Design Company. Plan P: (A3) Proposed Elevations dated received April 1 2015, prepared by Sharratt Design Company. Plan Q: Final Plat Title Sheet dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. Plan R: Final Plat dated received April 17, 2015, prepared by James R. Hill, Inc. Planners/Engineers/Surveyors. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2016. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. SP -2 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $158,238.54. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Tyler Stevens 6505 Fox Hollow Court Chanhassen, MN 55317 Phone: 612-770-7611 tyler.stevensna encorecare.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On June 8, 2015, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 10,700 square -foot addition to a continuing care retirement facility, Planning Case 2015-10 for BeeHive Homes as shown in plans dated received April 17, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Planning Conditions: 1. The existing monument sign shall be moved to the new access into the site to clearly define the access for emergency vehicles. 2. Approval of the site plan is contingent upon approval of the rezoning, subdivision and vacation of drainage and utility easement. 3. All rooftop equipment must be screened. Buildine Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Dept. of Labor and Industry: httn://www.dli.mn.¢ov/CCLD/PlanConstruction.asp SP -3 2. Retaining walls in excess of 48 inches in height must be designed by a professional structural engineer licensed in the state of Minnesota. 3. A demolition permit is required for removal of any existing structures. 4. The buildings must be protected with automatic fire sprinkler systems. 5. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common -use facilities. 6. All parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. 7. Accessible units must be provided in accordance with Minnesota State Building Code Chapter 1341. 8. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures. In particular, occupancy group, type of construction and allowable area issues must be addressed. Fire Marshal Conditions: 1. "No Parking Fire Lane" signs and yellow -painted curb will be required on the new driveway. Only one side of the driveway will be posted "No Parking." Contact the Chanhassen Fire Marshal for exact locations. Enmg eering Conditions: 1. A stable conveyance must be provided to the west on the drainage plan. 2. The applicant is required to meet a water quality volume of one (1) inch runoff from all new impervious surface or demonstrate why this volume cannot be met. 3. The applicant must provide a water quality model, as required by Section 19-144 of the city code, showing that there is a 60% reduction in TP and 901/o reduction in TSS as required by city code and the NPDES permits. Demonstration of 1" abstraction will be considered equivalent treatment. 4. The plan set shall include a detail specific to the bioretention feature which is consistent with the MN Stormwater Manual. 5. Plugs and live plants shall be used in lieu of seed and a planting schedule and maintenance plan shall be developed and submitted for city approvals and record retention for both bioretention features. SP -4 6. The applicant shall prepare and submit to the City for approval a Surface Water Pollution Prevention Plan (SWPPP) consistent with the NPDES Construction Permit which shall contain all required elements as listed in Parts Ill and IV of the permit. 7. The plans shall indicate that sic (6) inches of topsoil are to be placed on all disturbed areas to be vegetated and a stockpile area shall be indicated on the plan set. 8. A final stabilization plan shall be prepared for the site. 9. The plans shall show locations proposed for stockpile areas. 10. A soils report shall be submitted to staff indicating soil conditions and permeability if infiltration is to be used. 11. The grading plans must be revised to show the first floor elevations of adjacent lots. 12. Spot elevations must also be shown to illustrate the drainage pattern near the existing home's driveway. 13. The proposed grades on the site shall be no greater than 3:1. 14. The engineer shall coordinate with MnDOT and incorporate their comments. 15. The radius of the driveway curves must be shown on the plan set. 16. The trail width shall be labeled on the plan set. 17. The plan shall be revised to reconstruct the trail further north to create a better connection. 18. The new addition is subject to sanitary sewer and water hookup charges. These charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 19. The developer's engineer must incorporate the latest edition of Chanhassen Standard Specifications and Detail Plates into the plan set. 20. The applicant must work with a qualified designer and contractor to design a system to capture and abstract a volume of runoff equivalent to one inch (1") from the new roof area. This system must be reviewed, approved and installed prior to the issuance of the certificate of occupancy. Environmental Resource Conditions: 1. Install tree protection fencing around all preserved trees shown on grading plans. The fencing shall be installed prior to any construction activity and remain until site construction is completed. SP -5 2. Site plantings shall be increased to meet minimum bufferyard requirements. Plantings shall be located so as to soften direct views in areas where the proposed building is closest to property lines. 3. Bufferyard plantings shall be located on the west side of the entryway drive rather than on the east as proposed. 4. A revised landscape plan shall be submitted to the city showing proposed plantings adjacent to the entire parking area that limit direct views of the pavement and the vehicles." S. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "A" and incorporated herein. SP -6 (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: Denny LLaaenburger, Dayo/r /404 AND: �/ �'�.L/�-�✓ odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_wt-day of2015, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City o Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 I,i s4muillw/aldi ' UBLIC OTARk SP -7 STEVENS INVESTMENTS, LLC BY: 4erStevens, Chief Executive Officer STATE OF MINNESOTA ) ( COUNTY OFAM9711 ) ss The foregoing instrument was acknowledged before me this day of 2015, by Tyler Stevens, Chief Executive Officer of Stevens Investments, LLC, a Min esota limited liability company. ---------------- of TARY PUBLIC ANfMONYDAVIDMiDDI.EION iarnmn�.c•t�rte�san� ` "�� ' wmuusmowowr+�sou�me DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -8 (Reserved for recording data) MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT First Minnetonka City Bank, a Minnesota banking corporation, which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this ` ) day of "k- 2015. MST I 0 1 CITY BANK 7 My:SA STATE OF MINNESOTA ) )ss. COUNTY O The foregoing instrument was acknowledged bef re a me s ay of ��Fr,4 2015, by JU x JS the le of First Minnetonka City Bank, a Minnesota banking corporation, on ita ichal ------------------------------- ROSEANNE C. MAIBERO NOTARY PUBLIC-PANNESM My Comm. bp. Jan. St, 2020 DRAFTED BY: CAMPBELL KNuTsoN Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP SP -9 Notary Public (Reserved for recording data) MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT U.S. Small Business Administration, a /A4em4 aC j%'kJ IsAu S t'VA'e.X. which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in fidl force and effect even if it forecloses on its mortgage. Dated this A5 day of 2015. ADMINISTRATOR OF THE U.S. SMALL BURNESS ADMINISTRATION p11� By: Its: 183335 STATE OF CALIFORNIA COUNTY OF FRESNO On SEP 18 2015 personally appeared satisfactory evidence SS: Monica Sheryl Williams before me, Raymond A. Kulina , who roved a Notary Public, to me on the basis of to be the person(s) whose name(s is are subscribed to the within instrument and acknowledged to me that she/they executed the same it libyher/their authorized capacity(ies), and that byIs er/their signature(s) on the instrument, the person(s), or the entity upon behalf of wMh the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center t 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP 183335 MONICA SHERYL WILLIAMS a ,�,'•. Commission # 2055873 V. Notary Public - California z J Fresno County > M Comm. Expires Jan 25, 2018 DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center t 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP 183335 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plans E and F, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 GC -1 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. GC -2 E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building pennit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. 1. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Comnliance with Laws. Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the propertys development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; GC -3 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GG4 40 Document No. A616966 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Certified Recorded on -September 22, 2015 4:30 PM Fee: $46.00 III I 1111111111 John E Freemyer 616966 County Recorder (reserved for recording data) DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT 1%c ` THIS DECLARATION is made thi day of 2015, ("Declaration") by the STEVENS INVESTMENTS, LLC, a Minnesota limited liability company (hereinafter referred to as "Declarant"). RECITALS A. Declarant is the fee owner of certain real property situated in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Lot 1, Block 1, BEEHIVE HOME 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota (herein referred to as "Lot I"); And Lot 2, Block 1, BEEHIVE HOME 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota (herein referred to as "Lot 2'); B. Declarant desires to establish and secure a nonexclusive, temporary appurtenant access easement for roadway, access, ingress and egress, and utility purposes for the benefit of owners of Lot 1 over, under and across the Lot 2, which easement is legally described in Exhibit A attached hereto and made a part hereof and depicted on Exhibit B attached hereto and made a part hereof ("Easement Premises") for access to Hazeltine Boulevard, and further desires to set forth certain covenants, conditions and restrictions regarding the same. NOW, THEREFORE, Declarant hereby declares as follows: Return Tq Property Owner. Declarant acknowledges that it is the owner of Lot 1 and Lot 2. Title Mark 121 West Main • Suite 200 Waconia, MN 55387 1 S2659� z 1 SCANNED 2. Grant of Easement. Declarant grants, declares, imposes upon and burdens Lot 2 with a temporary, nonexclusive easement over, under and across the Easement Premises for construction, maintenance, repair and replacement of a roadway for access, ingress and egress purposes and utilities, including but not limited to telephone, electric and cable television utilities. The Easement Premises is an appurtenant easement and is granted and established for the benefit of the Declarant and its successors, assigns and the future owners of Lot 1. 3. Use of Easement. All persons entering upon the Easement Premises under this Declaration shall confine themselves to the purposes contemplated herein, and no trespassing or other uses shall be permitted. The owners of Lot 1 and Lot 2 further agree not to obstruct, impede or otherwise interfere with each other or the owners of Lot 1 or Lot 2 in the reasonable use of the Easement Premises. 4. Acceptance. Each owner of Lot 1 and Lot 2, by accepting a conveyance of Lot 1 or Lot 2, whether or not it shall be expressed in such conveyance, accepts and agrees to all of the terms and provisions hereof and further agrees to execute any other documents necessary to effectuate the rights granted in this Agreement. 5. Construction, Maintenance, Repair of Roadway. The owner of Lot 1 shall be responsible for all costs associated with the construction of a roadway within the Easement Premises and for all costs for future maintenance and repairs of such roadway during the period that this Declaration is in effect, unless otherwise amended. 6. Termination. This Declaration and the easement granted under the Declaration shall cease upon dedication of a public road easement providing Lot 1 with access to Hazeltine Boulevard, which is expected to occur when Lot 2 is further subdivided into multiple lots. 7. Default. In the event Declarant or an owner of Lot 1 or Lot 2 shall fail to comply with its obligations imposed upon them under this Declaration, including payment of their share of costs for maintenance, repair and/or reconstruction of the roadway and utility improvements, then Declarant or the non -defaulting owner may send written notice to the defaulting owner of Lot I or Lot 2 setting forth the alleged default. If such default be the type which cannot be cured within such time period, unless the defaulting owner shall have commenced and is exercising the due diligence to cure the same, then the Declarant or non -defaulting owner may proceed to cure such default. If the failure of the owners hereto to perform their obligations hereunder cause an emergency, or a forfeiture of title, then the notice required to be given to such defaulting owner hereunder may either be dispensed with, or need only be such reasonable notice, if any, as is warranted by the nature of the specific condition involved and, if appropriate action is not timely taken by the defaulting owner, the non -defaulting owner shall be entitled to immediately cure such default without requirement of any further notice. In the event the non -defaulting owner shall cure the default of the defaulting owner, the defaulting owner shall be obligated to reimburse the non -defaulting owner for such costs and expenses of maintenance, repairs or reconstruction, plus interest at the lesser of twelve percent (121/6) per annum or the maximum legal rate on demand, together with attorney's fees and other costs incurred in connection with collecting the same. 8. Amendment to Easement. This Easement may only be modified or amended, in whole or in part, with the written consent of all of the then owners of Lot 1 and Lot 2. 1826890 2 9. Bindinc Effect. This Declaration shall nm with the land and inure to the benefit of and be binding upon the present and all future owners of Lot 1 and Lot 2, their respective successors and assigns, and all tenants, employees, agents and invitees thereof. 10. Governing Law. This Easement shall be governed by and construed in accordance with the laws of the State of Minnesota. 11. No Mercer. The ownership, at any time during the Term of this Declaration, of more than one Parcel by the same Owner or by an Owner and an affiliate entity of such Owner, shall not create a merger of title, estate, or other merger, including any merger of the dominant and servient estate with respect to easements granted in this Declaration, and shall therefore not terminate any of the easements, covenants, or other terms or provisions of this Declaration as they apply to the Parcels, and all such easements, covenants, and other terms and provisions shall remain in full force and effect during the Term of this Declaration, regardless of any of the aforesaid common ownerships of any Parcels now or thereafter existing. IN WITNESS WHEREOF, the undersigned Declarant has caused this Easement to be executed the day and year first above written. STATE OF ISOTA ) ) ss. COUNTY O SVP/( ) The foregoing instrument was 2015,by tiC of Stevens company, o"ehalt of said company. pp NNE C. ►MLBER" WrAW PUSL10.1414 tESaT 1" 000. !!� jV6 81, 2WO THIS -INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-50000 cjh DECLARANT: STEVENS INVESTMENTS, LLC Its: C6" IN 1t1� acknowledged before me this (0 day of \e I SA veins the Investments, LLC, a Minnesota limited liability Notary Public 1826890 3 EDIT A TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT An easement for access purposes over and across that part of Lot 2, Block 1, BEEHIVE HOME 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota, which lies within the circumference of a circle having a radius of 45.00 feet. The center of said circle being the most easterly corner of said Lot 2. 1826890 4 EXHIBIT B TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT „eceseeceec"ec"c B .9 Qom w1 Z4 �D III c\?z our rRH a saWsr _`—_-- Z „eceseeceec"ec"c B .9 al - ' n �� i �DOM u • I u •C•. uu • r 5 °ff�t3 Mill Qom w1 Z4 �D III c\?z wt: _`—_-- Z z_ 0z W x= - w a�� - E— t U) s� e x d -- -- w z w� m� al - ' n �� i �DOM u • I u •C•. uu • r 5 °ff�t3 Mill MORTGAGE HOLDER CONSENT TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT First Minnetonka City Bank, a Minnesota banking corporation, which holds two mortgages on all or part of the property more particularly described in the foregoing Declaration of Temporary Private Access Easement, which mortgages were: (i) dated November 30, 2012 and recorded December 3, 2012 as Document No. A566837, and (ii) dated February 5, 2013 and recorded February 20, 2013 as Document No. A571935, with the office of the County Recorder for Carver County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Easement. FIRST MINNETONKA CITY BANK By: Its: V. STATE OF MINNESOTA ) )ss. COUNTY OF P/1 Q, Tacknowledged before me this ,he foregoing ins ent w acknowleis � U day of 2015, y17 � the lC1z /�R of First Minnetonka City Bank, a Minnesota banking corporation, on its behalf. ppSEAME -C 10 . MAIBFAO NOTAflY PUBLIC-NNNESOTA My Comm. Fxp. Jen. 31, 2020 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 1826890 6 Notary Public (Reser ed for recording data) MORTGAGE HOLDER CONSENT TO DECLARATION OF TEMPORARY PRIVATE ACCESS EASEMENT U.S. Small Business Administration, an Agency created by an Act of Congress, as amended, with its principal office in Washington, D.C., and a District Office in the City of Fresno, California, and whose address is 801 R Street, Suite 101, Fresno, California 93721, which holds a mortgage on all or part of the property more particularly described in the foregoing Declaration of Temporary Private Access Easement, which mortgage was originally in favor of Twin Cities -Metro Certified Development Company dated April 29, 2014 and recorded May 6, 2014 as Document No. A593552, which mortgage was assigned to U.S. Small Business Administration pursuant to Assignment dated April 29, 2014 and recorded May 6, 2014, as Document No. A593554 with the office of the County Recorder for Carver County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Easement. ADMINISTRATOR OF THE U.S. SMALL BUSINESS ADMINISTRATIO MLO By: a G Its: 183335 STATE OF CALIFORNIA ) ) SS: COUNTY OF FRESNO ) On SEP 18 2015 before me, Monica SheryiImiliama a Notary Public, personally appeared Raymond A. Kurina , who proved to me on the basis of satisfactory evidence to be the person(s) w ose name(s)dare subscribed to the within instrument and acknowledged to me that�she/they executed the same i hi er/their authorized capacity(ies), and that byIs er/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ignature, Nota Public MONICA SHERYL WILLIAMS CommisPsion # 2055873 a -'mom Notar y ublic - California i Fresno County D My Comm. Expires Jan 25, 2018 DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651)452-5000 AMP 183335 Property Card Parcel ID Number 250930010 Bedrooms Last Sale Finished S Ft $1,190,200.00 Year Built Garage N Taxpayer Information N l ^",a ter_. - r 71- ; A' r•, a. 1 4,' yy, L° ♦ ./r r . q 1 ✓' Chaska Rd �. rti } taxpayer Name STEVENS INVESTMENTS LLC Mailing Address 6505 FOX HOLLOW CT CHANHASSEN, MN 55317-9265 $2,552,700.00 Property Address Address 6330 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel Information Uses Apt 4+ units GIS Acres 2.16 Deeded Acres Plat BEEHIVE HOME Lot 001 Block 001 Tax Description Building Information Building Style Above Grade Bedrooms Last Sale Finished S Ft $1,190,200.00 Year Built Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 1 WS 062 MINNEHAHA CREEK N I N I N Assessor Information Estimated Market Value 2014 Values (Payable 2015) 2015 Values (Payable 2016) Last Sale Land $1,190,200.00 $1,190,200.00 Date of Sale 12/03/2012 Building $333,400.00 $1,362,500.00 Sale Value $375,000.00 Total $1,523,600.00 $2,552,700.00 The data provided herewith is for reference purposes ant, This data is not suitable for leoal engmeehng. surveying or other sim ler purposes. Carver County oces net guarantee the accuracy of the .enation conlaned herein. Tms data is (unshed on an as a basis and Carver County makes no representations or warranties ellor eller expressed omplied. for toe merchantability or fitness of the ration provided torr any purpose. This disclaimer a prevldec oursuaot to Mimesola Statutes 5466.03 and the user of rite oast red herein acknowledges that Caner Couray shall not be liable for any damages, arc by using thin data r any way eacressfy wanes all claims. and agrees to defend. indi and i els Caner County, Ks officals. officers agents. employees. etc from any and all claims brought by anyone who uses me information provided for herein, its employees or agents, or ('ARVER ' parties wrath arise out of use's access By acceptance of this data, the user agrees not to transmit this date or prcvloa access to ,I or any pan of It tc another deny unless the use, Includes7UNTY .•I I the oars a capy of this diadonar. SCANNEDsday, April 21, 2015 Carver County, MN Property Card Parcel ID Number 250040100 the data provided nerew,lh is for reference purposes only. This data is not suitable for legal engineering, surveying or other sim Bar purposes. Carver Courcy does net guarantee the accuracy of the information contained herein. This data is famished on an as a basis and Carver County makes he representations or warranties. either expressed or implied, for the merchaMaidady or fA cess of the information provided for any purpose. This disclaimer a provided Pursuant to Minnesota Statutes §466.83 and the user of the data provided herein acknowledges that Carver County shall not be table for any damagesand by using this data o any way expressly wanes all claims, and agrees to defendindemnify, and hdtl harmless Carver County. As officials, officers. agents, employees, eta from any and all claims brought by anyone who uses me information provided for herein, as employees or agents. or CARVER third panics which arise out of users access. By acceptance of this dela, the user agrees not to transmd this data or pmv✓la access to it or any pad of it to another parry unless the user includes COQNTy wild the data a copy of this disclaimer. Tuesday, April 21, 2015 SCANNED Carver County, MN Taxpayer Information Taxpayer Name I r,lt BENJAMIN H & HIDEKO GOWEN •` TRUSTEES OF TRUSTS ,', Mailing Address HErRMAN t 6440 HAZELTINE BLVD PARK EXCELSIOR, MN 55331-8049' Property Address a J Address k " 6440 HAZELTINE BLVD City _ MINNEWASHTA REGIONAL EXCELSIOR, MN 55331 PARK Parcel Information Uses Agricultural GIS Acres 6.55 Deeded Acres 6.84 Plat Lot Block Tax Description Building Information Building Style 1 STORY Above Grade 1512 Bedrooms 3 Finished Sq Ft Year Built 1970 Garage Y Bathrooms 2.5 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0275 WS 062 MINNEHAHA CREEK Y N N Assessor Information Estimated Market Value 2014 Values 2015 Values Last Sale (Payable 2015) (Payable 2016) Land $349,700.00 $392,800.00 Date of Sale Building $138,700.00 $134,300.00 Sale Value Total $488,400.00 $527,100.00 the data provided nerew,lh is for reference purposes only. This data is not suitable for legal engineering, surveying or other sim Bar purposes. Carver Courcy does net guarantee the accuracy of the information contained herein. This data is famished on an as a basis and Carver County makes he representations or warranties. either expressed or implied, for the merchaMaidady or fA cess of the information provided for any purpose. This disclaimer a provided Pursuant to Minnesota Statutes §466.83 and the user of the data provided herein acknowledges that Carver County shall not be table for any damagesand by using this data o any way expressly wanes all claims, and agrees to defendindemnify, and hdtl harmless Carver County. As officials, officers. agents, employees, eta from any and all claims brought by anyone who uses me information provided for herein, as employees or agents. or CARVER third panics which arise out of users access. By acceptance of this dela, the user agrees not to transmd this data or pmv✓la access to it or any pad of it to another parry unless the user includes COQNTy wild the data a copy of this disclaimer. Tuesday, April 21, 2015 SCANNED Carver County, MN ' J,,,NE8,410 Minnesota Department of Transportation a a a F� �� n,Metropolitan District ow � Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 May I Ith, 2015 Sharmeen AI-Jaff, Senior Planner City of Chanhassen Planning and Zoning 7700 Market Blvd Chanhassen, MN 55317 SUBJECT: S15-024 BeeHive Homes 2nd Addition Southwest Quad of MN41 and MN7 Chanhassen, Carver County Control Section 1008 Dear Ms. AI -Jaffa Thank you for the opportunity to review the BeeHive Homes 2"d Addition plat. The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Design: The construction plans are too general to determine impacts to highway operations. Please submit construction plans showing the right tum lane, saw cuts, pavement sections, taper, striping, trail cross slopes and grades. The submittal documents are unclear as to any intended drainage changes. MnDOT Standard Plate 7025, Concrete Entrances & Curb Returns is enclosed for the access from MN41. Unless the access is signalized, no pedestrian curb ramps or truncated domes are installed at driveways. Please direct questions concerning this comment to Nancy Jacobson (651-234-7647 or Nancy.L.Jacobsonna.state.mn.usl. Right -of -Way: The construction plans do not appear to have clearly marked MnDOT Right -of -Way. The proposed driveway crosses through MnDOT Right -of -Way and Access Control. MnDOT will allow the conveyance of a drainage easement to the developer at "Fair Market Value" based on an appraisal. There will need to be an access exchange to correct the access control along this development site. Please contact Michael Geertsema at Michael.Geertsema&state.mn.us or 651-366-3492 Traffic Engineering: The provided plans do not show the ditch being re-established at the existing driveways. They will also need to include plan sheets for Pavement Markings, Signing, Traffic Control, and Special Provisions. Please direct questions concerning this comment to David Sheen (651-234-7824 or David.Sheen(d�swte.mn.us). Water Resources: A drainage permit maybe required. The developer will need to submit calculations showing that current drainage rates to MnDOT right of way will not be increased. A drainage permit checklist is attached to this review letter. The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application. Please contact Hailu Shakur (651-234-7521 or Hailu.ShakurAstate.mn.us) for questions concerning this comment. Permits: An Access Permit is required for the tum lane and access modifications. Additionally, a Limited Use Permit is required for the proposed trail. If any other work is to be performed that will impact MnDOT right of way, additional permits will be required. Permitting forms are available from MnDOT's utility website at htto://www.dot.state.mn.us/utilitv/forms.html. Direct any questions regarding permit requirements to Buck Craig, Metro Permits, at (651-234-7911 or Buck.Craig(a,state.mn.us). Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf. version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot(a),state.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT—Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(7astate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please feel free to contact me at (651) 234-7798. Sincerely, Andrew Andrusko, GIT Assistant Planner Attachment: MnDOT Standard Plate 7035N, Concrete Walk & Curb Returns at Entrances.pdf Attachment: Drainage Permit Applications Checklist.pdf Copy sent via E -Mail to: Shanneen AI-Jaff, City of Chanhassen Russell Owen, Metropolitan Council Jon Solberg, Area Manager Nancy Jacobson, Design Diane Langenbach, Area Engineer Doug Nelson, Right -of -Way Hailu Shekur, Water Resources Dan Phelps, Right -of -Way Buck Craig, Permits Bruce Wetherbee, Surveys David Moa Sheen, Traffic Engineering Michael Geertsema, Land Management Clare Lackey, Traffic Engineering °'""`s°', Minnesota Department of Transportation '%,��,0� Metropolitan District ate,. Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 May 11th, 2015 Sharmeen AI-Jaff, Senior Planner City of Chanhassen Planning and Zoning 7700 Market Blvd Chanhassen, MN 55317 SUBJECT: S15-024 BeeHive Homes 2"d Addition Southwest Quad of MN41 and MN7 Chanhassen, Carver County Control Section 1008 Dear Ms. Al-Jaff: REQ® MAr g 14 ?015 m' �F cligNyASSEN Thank you for the opportunity to review the BeeHive Homes 2"d Addition plat. The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Design: The construction plans are too general to determine impacts to highway operations. Please submit construction plans showing the right turn lane, saw cuts, pavement sections, taper, striping, trail cross slopes and grades. The submittal documents are unclear as to any intended drainage changes. MnDOT Standard Plate 7025, Concrete Entrances & Curb Returns is enclosed for the access from MN41. Unless the access is signalized, no pedestrian curb ramps or truncated domes are installed at driveways. Please direct questions concerning this comment to Nancy Jacobson (651-234-7647 or Nancy.L.JacobsonCastate.mn.us). Right -of -Way: The construction plans do not appear to have clearly marked MnDOT Right -of -Way. The proposed driveway crosses through MnDOT Right -of -Way and Access Control. MnDOT will allow the conveyance of a drainage easement to the developer at "Fair Market Value" based on an appraisal. There will need to be an access exchange to correct the access control along this development site. Please contact Michael Geertsema at Michael.GeertsemaCa�state.mn.us or 651-366-3492 Traffic Engineering: The provided plans do not show the ditch being re-established at the existing driveways. They will also need to include plan sheets for Pavement Markings, Signing, Traffic Control, and Special Provisions. Please direct questions concerning this comment to David Sheen (651-234-7824 or David.Sheennastate.mn.us). Water Resources: A drainage permit maybe required. The developer will need to submit calculations showing that current drainage rates to MnDOT right of way will not be increased. A drainage permit checklist is attached to this review letter. The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application. Please contact Hailu Shakur (651-234-7521 or Hailu.Shakur(i4state.mn.us) for questions concerning this comment. Permits: An Access Permit is required for the tum lane and access modifications. Additionally, a Limited Use Permit is required for the proposed trail. If any other work is to be performed that will impact MnDOT right of way, additional permits will be required. Permitting forms are available from MnDOT's utility website at hgp://www.dot.state.mn.us/utility/forms.htrnl. Direct any questions regarding permit requirements to Buck Craig, Metro Permits, at (651-234-7911 or Buck.Craig_aa.state.mn.us). Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pd£ version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotnastate.mn.us provided that each separate e- mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdg0lanning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotna,state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please feel free to contact me at (651) 234-7798. Sincerely, Andrew Andrusko, GIT Assistant Planner Attachment: MnDOT Standard Plate 7035N, Concrete Walk & Curb Returns at Entrances.pdf Attachment: Drainage Permit Applications Checklist.pdf Copy sent via E -Mail to: Sharmeen AI-Jaff, City of Chanhassen Russell Owen, Metropolitan Council Jon Solberg, Area Manager Nancy Jacobson, Design Diane Langenbach, Area Engineer Doug Nelson, Right -of -Way Hailu Shekur, Water Resources Dan Phelps, Right -of -Way Buck Craig, Permits Bruce Wetherbee, Surveys David Moa Sheen, Traffic Engineering Michael Geertsema, Land Management Clare Lackey, Traffic Engineering C & I CURB AND GUTTER- 8 UTTER-8 IN. PAVEMENT 6 IN. PAV'T. 1 I 9 9 I 1 'PAVED 4 IN. 1 I I I ALLEY WALK PRIVATE 4 IN. WALK I PRIVATE DRIVEWAY WALK 0.015 FT./FT.0/16° PER FT.)TYPICAL TOWARD ROADWAY ITYP.) L VARIABLE WIDTH SECTION THRU WALK PLAN CONCRETE WALK IN. WALK AT 2 CONTRACTION D JOINTS 1 4 IN. WALK PROVIDE INTERMEDIATE JOINT AT SQUARED END i IN SIDEWALK, WHEN B ti a SIDEWALK IS ADJACENT TO CURB AND GUTTER ^ u ooh .. Im 1/4" R. 0.06 FT./FT. SLOPE HALF PLAN PERSPECTIVE SECTION A -A CURB RETURN 4 FST.. MIN. - 0.02 FT,/FT. MAXIMUM R. 4 IN. WALK NOTES: SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR GEOMETRIC DESIGN OF ENTRANCES. WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT WOULD BE EXCEEDED, DUE TO THE POSITION OF EXISTING WALK, THE WALK SHALL BE REMOVED AND REPLACED, OR THE PAVEMENT WARPED TO PROVIDE THE REQUIRED ENTRANCE SLOPE. SEE PLANS FOR PLACEMENT OF WALK AND DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS. NO DEDUCTION SHALL BE MADE IN CURB & GUTTER FOR ENTRANCE. 01 1/2 IN.EXPANSION JOINT. 1/2 IN.PREFORMED JOINT FILLER MATERIAL,AASHTO M 213 (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY). Q2 1/2 IN. EXPANSION JOINTS AT 60 FT. (APPROX.) MAXIMUM INTERVALS. Q3 MATCH INPLACE DRIVEWAY THICKNESS (6 IN. MIN.). O4 WITHOUT SIDEWALK, PAVE ONLY TO THE END OF CURB RETURN WHEN ENTRANCE IS UNSURFACED OR CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT. 05 WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK. PAID FOR AS CONCRETE DRIVEWAY PAVEMENT. © CONTRACTION JOINT (FORMED OR SAWED). TQ EXPANSION JOINT NOT REQUIRED IF ADJACENT SECTIONS ARE POURED MONOLITHICALLY. SEE SECTION A -A. BO SEE PLANS FOR PLACEMENT OF PED. CURB RAMP. 9O FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH 15 FT. BETWEEN JOINTS). ® THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE 4.0 FT. © SEE PLANS FOR PROPOSED CROSS SLOPE OF THE PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. APPROVED JULY 25, 2011 1 STATE OF MINNESOTA I SPECIFICATION I STANDARD — — DEPARTMENT OF TRANSPORTATION REFERENCE PLATE CONCRETE WALK & 2301 No. STATE DESIGN ENGINE CURB RETURNS AT ENTRANCES 2531 7035N MnDOT Drainage Permits Checklist Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2 -year, 10 -year and 100 -year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPSWMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2 -year, 10 -year and 100 -year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPCA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Requirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., 1"=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPS WMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per NRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceeding 100 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100 -year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100 -year HWL. Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100 -year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. • Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2 -year, 10 -year and 100 -year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50 -year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10 -year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100 -year or 50 -year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concems. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Tyler Stevens — Planning Case No. 2015-10, Beellive Homes. Request for Preliminary Plat creating two lots; and a Rezoning of 0.9 acres of property zoned RSF, Single Family Residential District, to R-8 Mixed Medium Density Residential; and Site Plan approval for the construction of a 10,700 square -foot addition Continuing Care Retirement Facility located west of Highway 41, 6330 Hazeltine Boulevard. On May 19, 2015, he Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Tyler Stevens for a Continuing Care Retirement Facility. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned RSF, Single Family Residential District and R-8, Mixed Medium Residential District. 2. The property is guided in the Land Use Plan for Residential — Medium Density or Office. 3. The legal description of the property is described in Exhibit A. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the R-8, Mixed Medium Residential District b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; the proposed site is suitable for development subject to the conditions specified in this report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; the proposed subdivision is served by adequate urban infrastructure subject to the conditions specified in this report. SCANNED e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to utilize a private street until Lot 2 develops. At that point, it will be replaced by a public street. 5. Rezoning Findings: The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a. The proposed zoning has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 6. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Consistency with this division. c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2. The amount and location of open space and landscaping. 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. £ Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City s design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. 7. The planning report #2015-10 dated May 19, 2015, prepared by Sharmeen Al-Jaff et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating two lots; a Rezoning of 0.9 acres of property zoned RSF, Single Family Residential District to R-8, Mixed Medium Density Residential, and Site Plan Approval for the construction of 10,700 square -foot addition Continuing Care Retirement Facility. ADOPTED by the Chanhassen Planning Commission this 19th day of May 2015. CHANHASSEN PLANhJING COMMISSION BY: Its Chairman 4 Legal Description: Lot 1, Block 1, BEEHIVE HOME, according to the recorded plat thereof, Carver County, Minnesota AND Beginning at the northeast comer of Southeast Quarter of Northeast Quarter of Section 4, in Township 116, Range 23 West, thence running west 40 rods, thence south 24 rods; thence east 40 rods; thence 24 rods to the place of beginning. 001 Beginning at northwest comer of Southwest Quarter of Northwest Quarter of Section 3 in Township 116, Range 23; thence running east 139 feet to the centerline of the Excelsior and Chaska road; thence southwesterly along the centerline of said road 267 feet to the West line of said Section 3; thence north along said section line 220 feet to the place of beginning. Beginning at a point in the south line of the Northwest Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, where said line intersects the Excelsior and Chaska Road; thence westerly along said line and along the south line of the Northeast Quarter of the Northeast Quarter of Section 4 in said Township and Range to the southwest comer of the East Half of the Northeast Quarter of the Northeast Quarter of said Section 4, thence north at right angles 30 feet; thence east in a line parallel with the said South line as heretofore described to the point of intersection with said Excelsior and Chaska Road above mentioned; thence along said road to point of beginning. s -(a Notice of Public Hearing C anhassen Planning Commission Mee ing Date & Time: Tuesday, May 19, 2015 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request Rezoning of approximately two acres of property located at 6440 Hazeltine Blvd. from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of Proposal: property located at 6330 Hazeltine Blvd. and 6440 Hazeltine Blvd. into two lots (BeeHive Home 2nd Addition), with variances; and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Applicant: Tyler Stevens Property 6330 and 6440 Hazeltine Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-10. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at sal aff(cDci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Plarvred unit Oevabpments. Site Plan Reviews, COMMOnal and Interim Uses, Wetland Alterations. Rezoning., Comprehensive Plan Amendments and Code AmerMments require a public nearing before the Planning Commission_ City ordinances require all propertywithin 5GG feet o. the subject sde to be notified of the application in w brig Any interested party is invited to atland the meeting. • Staff prepares a report on the subject application that includes all pertinent into nnalion and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about lire proposal as a part of Me hearing pocess. The Commission will dose the Public hearing and discuss Modern and make .,.commendation to the City Council. The CityCouncil may reverse, affirm or moddy wholly or Pertly Me Planning Commission s recommendation. Rezonings, land use and code amendments take a simple majority vole of the CRY Council esoml rezunings ant land use amendmerds from residential to connmercialfindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for Me City Council meeting. • A neighborhood spokespersonfrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding Meir proposal. Staff is also available to review the preject with any interested person(s). • Because the Planning Commission holds the Public hearing, the Cay Counal does not. Minutes are taken and any correspondence =,ng Me application will be induced in the repot to the City Council. ff ycu wish to have something to W mduded in Me report, lease contact the 11.,n,N Stag persom named on the notification. SCiANNEC 9101-5 QST' 'M 5 � PITNEY BOWES 02 IF 0003/95036 MAY 0485 7 2015 CITY OF MAILED FROM ZIP CODE 553 CHANHASSEN 7700 Market Boulevard ti 9. Box 147 0�0h nhassen, Minnesota 55317 SUBJECT 44F� 38 i.chanhassen.mn.us PROPERTY y®09 gEn�V. Disclalmet \ 111 This map Is 1. N� .� ®1 \\�\ ..:nded to be used as one. �N This mep Is a 'y \\\ .0 in various city, county, state and federal of !j'� \ \\\\ .Nn, and Is 10 be used for mfwnnr. purposes only S \\\\ \ .graphic Information System (G TARA BROWNELL ABBOTT used to prepay QyG' \ �� ..ry does not represent that the GIS f 18 PLANTATION HILLS DR O TF be used for di .depption o requiringgeographic exacting measure EVANS, GA 30809-5614 distance or dir. ,ne depiction of eo ra hic features. If e discrepancies are ..,act 952-227-1107. The preceding disclaimer is 1 1I pursuant to Minnr AS §466.03, Subd. 21 (2000), and the user of ti p acknowledges that " shall not be liable for any damages, and expressly waives a s, and agrees to defem., indemnify, and hold harmless the City from any and all claims br oy I User, its employees or agents, or third parties which arise out ok�lhq us sPc g 4rI.Z ele provided. 30809's'c a R01 It((1(",r((Iitlnie,t,(rl(tnlJ l(,ttl4"ttl(11 "nlrlltlt(Ir1 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2015-10 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 19. 2015, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is tic consider a request for Rezoning of approximately two acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-6); Replat of property located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances and Site Plan Review for e 10,700 square -foot addition tc a continuing care retiremem facility (BeeHive Homes), will. variances. Applicant: Tylet Stevens. Owner: Tyler Steven and Benjamin & Hideko Gowen. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen mn.us/2015-10 or at City Hali during regular business hours All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen AI-Jaff, Senior Plane_ Email: sljaff@ci.charthassen. mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, May 7. 2015 No. 4121) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. ( / %/U(B) The printed public notice that is attached to this Affidavit and identified as No. 1 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnnopgrstuvwxyz 4LY�U' Laurie A. Hartrnan Subscribed and sworn before me on this day of 12015 Pub is RATE INFORMATION JY IVE JEANNE7E BARK N07ARP PLBUC - WNSEM Il`' COMMSSICN EXP;.gS O i/d7P 8 Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch 3CANNKC Non -Scannable Hem Kom Description C Folder Number 5 1- eeMxe xa.e am aerim � s+am Em.don Folder Name ■• - araaw x®r.eaa arrrnasrrr xezorrw: � � i � nuu v�e�m Job Number 2-3 22 c� Box Number O C) 31 .t- lake' �n4�Gnabup{(� U ive VJA��M2"- s' 4n jo .'s ig I 0 i l G - N y 5 1 41 x° SITE z S yd LOCATION MAP NOT TO SCALE LEGEND EXISTING BUILDINGS DEXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE 0 EXISTING TREES == _ __ -- -_ _- EXISTING CURB ----- ® -1000-- — ®- - EXISTING CONTOUR I EXISTING WATERMAIN �e EXISTING SANITARY SEWER > n > EXISTING STORM SEWER SITE INFORMATION EXISTING OVERHEAD POWER PROPOSED DRAINAGE CONDITIONS LINE/POWER POLES EROSION & SEDIMENT CONTROL DETAILS PROPOSED CONCRETE CURB EROSION & SEDIMENT CONTROL PLAN PROPOSED CONCRETE SURFACE FIFE 900.0 FINISHED FLOOR ELEVATION 1000 PROPOSED CONTOUR >— 0 > PROPOSED STORM SEWER PAVING & DIMENSIONING PLAN CIO II PROPOSED WATERMAIN PROPOSED SANITARY SEWER tea« oto PROPOSED MnDOT CATEGORY 3 LoM Lo EROSION CONTROL BLANKET w PROPOSED TEMPORARY ROCK � CONSTRUCTION ENTRANCE Lo PROPOSED SILT FENCE N PROPOSED HEAVY-DUTY SILT FENCE v °� am mmw PROPOSED WIMCO-PRE GRADING CONSTRUCTION to r7 M PROPOSED DITCH BLOCKING (MnDOT TYPE 3) V -POST GRADING/UTILITY CONSTRUCTION PROPOSED REAR YARD INLET PROTECTION -PRE GRADING CONSTRUCTION ,Cn PROPOSED WIMCO-POST STORM SEWER CONSTRUCTION BEEHIVE HOME 2ND ADDITION CHANHASSEN, MINNESOTA FINAL SITE CONSTRUCTION PLAN ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 L_IV I VI\I I \ I l\ V I V\ 7 e4ea �� I \ < ,p 1 \\ J I �Y I I 'P 1�1I I I� I I I I ' � •'�. � ��,'' II I �I / ' 1 �I �,/ !' l it i � iir I � 'j• I i i I'�$l l ;j� l �l /// 1 il / I LOT 1a; yl i r l' I I r /i I I= � I °�- • r I ill r' ! I/ /; I a y e, ;•, � , ✓ A Fy i O ff _____ _J L ::::. �, 1 / / Ill / I rJ I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I ill i �� / �li `! �/i //•/ / L-- _ BLOCK 1 / /\ ---- --- --------_____ ----------- - --_ / LOT 2 -- ---------------J ii l ----------------------------------------- -------------- I / / I , PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: COUNTY CONTACT: JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER TYLER HASTINGS - MPCA CHIP HENTGES - CARVER COUNTY SWCD (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2882 (0) (952) 393-1146 (0) INDEX TITLE SHEET / EXISTING CONDITIONS / SITE INFORMATION C3 PROPOSED DRAINAGE CONDITIONS C4 INDEX TITLE SHEET Cl EXISTING CONDITIONS C2 SITE INFORMATION C3 PROPOSED DRAINAGE CONDITIONS C4 EROSION & SEDIMENT CONTROL DETAILS C5 EROSION & SEDIMENT CONTROL PLAN C6 FINAL GRADING & DRAINAGE PLAN C7 FINAL TREE PRESERVATION PLAN C8 FINAL UTILITY PLAN C9 PAVING & DIMENSIONING PLAN CIO DETAIL SHEET C11 I SCALE IN FEET 0 60 120 180 1 inch = 60 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET IMPERVIOUS COVERAGE LOT 1, BLOCK 1 AREA IMPERVIOUS AREA IMPERVIOUS COVERAGE 3.10 ACRES 1.04 ACRES 33.5% CALL 48 HOURS BEFORE YOU [ TWIN CITY AREA 551-454-0022 MN. TOLL FREE 1-500-252-1166 E o m V � U W H H � t N 3 Ckf a m o d A O zz tea« oto W LoM Lo m w Z � U Lo Z N M v °� am mmw � Z to r7 M W N L' W m U a U J C rm. = m N W a CTU m n ,Cn U E-4 E r>- N Nm v ■ Li l w Z Nx L¢L CD� z N� o CcoW _: Co of00 m N N E w Z Cc Z � Lx.l Z CV d E o m 0 � U W H H t N 3 a m o d A v zz tea« oto H m Z Z w o E m U Lo d CT N N' C J O M v °� am mmw � Z '^ I�1 Vs �N r7 M W N L' W m U a U J C rm. = m N W a CTU m n DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10TS PROJECT NO. 22881-10 Cl 0 H H A zz A' H o Z Z �y W W U y� � �L Z O LL � Z '^ I�1 Vs �N r7 M W N L' W a x D (n x U E-4 E r>- 0 0 U z= w MW F+i DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10TS PROJECT NO. 22881-10 Cl \ ~• ... � _ — .-- I it � 1 � �� rte" c\ _ � 2i.� - \ bZ "41, _ ! 1 \ 0 rz 1%�/!jI1Jl� ,n 1� r L_ _ v' k �o 1 �_ 1 r o I /71o I1 I.< - f , I Iit 7 ( y f / It A 1Nt r �.1 t w�1 _ Lr) h" A j � � �-� i �I �I \ •I lyl' / IYI -� } -` �� I I it In I,u° j l PVC1 a to 71 111 n �j _ 1 - { / 9; / I r EXSTMH iI ;° RIM 100990 INV (N/SE) 100150 �;; i /If INV (SW) 1003.00 ,, ri /� ""� I I / f i r , L,)�^r7 F.`F.l Via, -..,w. �_ L�_��I 1 A Ljf- . �.9 ��E- _..-.I JJ! ! / �/ % 1 i EX SSMH �,,}a + a �/ �{ ,^,/ �. in j - LIJ' I 4 % i L_ LJ \J tN Ci.—M \ I LJ I I LJ \7 L_ % 6 if r!r -,I ,r RIM 1011.49 d I l l My "<"/ ✓ / -� - / /JJ ! / I INV 989.24". EX CBMH RIM 1009.36 �'. 3 C\,/ L - �' / I 4 4 i ,„ •r' -- . a / / t rj.i + - is t1t INV 1003.27 roe ^ ^,Q \' — / J j - EX FES �. / / i i t f + , INV 1003.70 J C> _N\ f' 4 i � F'J a d r w r - / R7 l I� /„ t / ✓ n nfi.i r�f I / �iv,17-"',L _�v i AISS It 3p � � � T i i � � � � '`• . _ CJ Nppo . p� a_ - o ---� ? { s�— _--- �, e Vie- r,Y ' I ✓ / I 26�� 513.01 N_89 3349E 0,Q �S89033049' 5,41.,- Ile ✓j J� > > \, _�`�-eso-' t \ l � � 4 / r / 011 �EX C MHfit � RIM 014.2 a, V ' t I { I 1 I) ( ( / o - r, , INV (N�' 1009/6,,k v v / ___ _✓ j J//i �f !Q `� � r ^ \V \ A \ O `` _-.✓'`} ! /// J, J ! / Pr �— — �/ / / / l"Y —Ex cBMH \ L �% �vvvv \� �` I ( �.- �! !1J'1/ii{17{! �J �r� �C� o 41 it /y� 4, /BMH J�_�_.��(/IBEX o L(7 A 1 >\ t / '`/ ✓' J �" `t✓ �/ I I I �A\ y \ �g �ll l r l I ioa J / RIM 1020.42 �_ / / / w R 10.89 �EX RIM BMH r 0 0 \I 1 VA! /� / ! j/ I f �\ \ �0�/ Co / / / i / J , J { 1 -� �„� RIM io x:32 o0 It � � � \ � � � � I v v 1 1 / r / / / J �' a J �, l� � l � � X _ A I l > > / / / J ! / r l / �� \ \\ l �� \� �v�v �\ �� x� 1 (� f� !! / // / / i �� m �... . <g \ ! J / / J�l� 00 EX CBMH / v _ 1 \ V \ \ \ \ 1 t 1 { I / v / / �/ > !, H Ex cep+__ _ v z Q \ \ A A I I 1 j 1 I / / / / �,aY -RIM 1o21.as 1 ! \ 1 j. I S86! LC) itr- — � ' 'W . 33 j 1 / i�i i�. i izv PO QO �P P� 7 SCALE IN FEET 0 40 80 1 inch = 40 feet 120 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ N E s - w E 0 a D p c o a N 3 y L O O co 0 C O O` N O C, Ckf m ou 0 cam 0 0 0 N wN 11 E:^ c T y m c c J M M Z O h J w o O 5Z Lm R� OWN Z N Zw o q Cc ■ N Z o 0W W rn � M 00 In CV cn m 0) U w r� w04 w Z= ~1 !Z_^ V WW r M w w w o 00 N [If 00 Ew v z z w CD 2E C14 0- DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 N E s - w E 0 a D p c o a N 3 y L O O 0 C O O` N O C, of m ou 0 cam 0 0 0 N wN 11 E:^ c T y m c c J M U 9� Z O h J O dw TN O 5Z Lm R� OWN p DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 0 A Z Z O 5Z q0 �o Zw o q �W i x �ZZ Z 0W W �O Li "� 04 M In U } r� 03 Ci w Z= ~1 M w w DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 Jew 4 -a x,.. Ike �� s„ -. � : GYM ��■ �� a:� +� �. k i■ H m � y Ti�v•i � �� r!+ 8 d s fi .jc of°}`'•.i ? e � 6 s x � n x Y a y z s re 5 a 4 ei.. 4 N 0 #e 0 0 N 3 O SCALE IN FEET 0 800 1600 1 inch = 600 feet 2400 USGS MAP l \ �� (t .� 7 � , .,. t N �jf 1 j /Ii i F� l i� X ✓ I_ Oj Ir I � ! If t > B SOILS i ; B 1 � rte^ V��✓• ��. �� /i�� !1 �Sa�� i - ((.a.�.�. +� rl LOT 1, I V � % / I f I ✓ ''3 � ,% J lig/ > / i/ d 1 Ires/ t _ I i It , M ! ---- .� ......--__— - - �- • - - 6 ! \ J `� f )rll(((( I � /1 11ff Jl�ll/I i 1 91 r� 6 1 ft IN 2/�s Y � SOILS MAP E V 0 m C T O w < cn M�1 a o o °c `o a U) O LC _� M v O H() cr s�o�a�oo mom m w � o Z N ziy p V J O U O T m Z 00 t l ma rn _ W N 00 — fa 20 O W V) �r•H•� Fj z y N OZ ✓ m 01 y � I \ 1 ggy%gem w■ yx r X 1--qO3 1 Z l� CD i:-'' F� z W o WU') M C-4 Co O Q� 00 F+i eq Wc� Z rn Z c � CD z N d SOILS MAP SCALE IN FEET 0 50 100 150 1 inch = 50 feet E 0 m C T O w < E - w M�1 a o o °c `o a O LC m 3 v m o a v 0 cr s�o�a�oo mom m 5zm a m -oEmvc(�Lo o C CcW V 02 ziy p V J O U O T m Z y t l ma Z W r W N — fa 20 O W V) �r•H•� Fj 0 H OZ ✓ n / 1 y � I \ 1 ggy%gem yx r 1--qO3 1 SCALE IN FEET 0 50 100 150 1 inch = 50 feet DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10SI PROJECT NO. 22881-10 C3 E 0 m C T O w < E - w M�1 a o o °c `o a O LC m 3 v m o a v 0 cr s�o�a�oo mom m 5zm a m -oEmvc(�Lo o C CcW V 02 ziy p V J O U O T m Z y O W ma Z W r W N — fa 20 O W V) �r•H•� Fj 0 DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10SI PROJECT NO. 22881-10 C3 0 M�1 0-11 A C'3 Z 5zm o ziy V::4 w X C\2 Z O W Z W owozM W N Q �r•H•� Fj H OZ 1--qO3 1 F� z W WU') M F+i DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10SI PROJECT NO. 22881-10 C3 1 I � j LOT i rEA Z _ � 1 �I,\ F_%/1I A ~7 �--__3-Ii \� t--\ \ l \: \ i L_ f t / If t I // / ��,, r I J°IM u , I r Y r % •t L. mow, `o.. ",,,,s r "^` " -,.. � -_ _- . / I "' ^"" y } � 4 t i -`� ' f 1_ ' "' 3' `� •' �} ^i'(}i"�.,.,. % -.- -- - � ` t� �� i — � t y/ 1 ca 0000 A � I I 00 4,-AvC . f1 _ ��, TA � — -0.52 AC, — 85 CFS 1 t Ali±si�' I 10 10 =1.78 CF �o I R, 1 0 '`x 1j 2% ii1 {{ ----- 0 I t f t X , If Ir---- ✓If 3 't I � 1 f I I I 11 I rl I tl �\ } / 3 1p {t�- / ,✓ / r ,J /1 ! 1 i j I 3 AC r r , r s / l� r II LOT//� ,` JI ,/ /> t1 1` j( j( j� >C) �Q Y 44l C M 4.4j r f` � } I f ( I I ( ( t 1 I! 4kj �( s x f _ r 1 D' z \v iv t� v� ii vi I j I� f} {r jj /// / /fJ 11 I� /f `ta pTo 30 IT, - I I 1 t It J / f } 1 W SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E E &: ° IF m 1 E i — � t y/ 1 ca 0000 A � I I 00 4,-AvC . f1 _ ��, TA � — -0.52 AC, — 85 CFS 1 t Ali±si�' I 10 10 =1.78 CF �o I R, 1 0 '`x 1j 2% ii1 {{ ----- 0 I t f t X , If Ir---- ✓If 3 't I � 1 f I I I 11 I rl I tl �\ } / 3 1p {t�- / ,✓ / r ,J /1 ! 1 i j I 3 AC r r , r s / l� r II LOT//� ,` JI ,/ /> t1 1` j( j( j� >C) �Q Y 44l C M 4.4j r f` � } I f ( I I ( ( t 1 I! 4kj �( s x f _ r 1 D' z \v iv t� v� ii vi I j I� f} {r jj /// / /fJ 11 I� /f `ta pTo 30 IT, - I I 1 t It J / f } 1 W SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E E ° m E d O O c o a N t O u) O -- M A 5z «°E>wp1�� o af z N - ::D g �X W J C\2 o 0 \ O U 2U C L m y N p O+ p rn 00 ° W Lo N N W (/) m , � N O z09 F+I Inwd X zr C7 z V) w o a w" � W 00 L.0U m z 3 W z � 0- z E E ° m E d O O c o a N t O O -- A 5z «°E>wp1�� o 0 c� W c T 0�00. m S= � Smcwj o zzw u au �X W J C\2 U N N o 0 w O U 2U C L m y N p O+ p z ° W Lo N D z 0 m O -- A 5z A o 0 c� o zzw �X C\2 0 w z wo N W ILI = N O z09 F+I z� a w" � W � DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881 -10P -DRAIN PROJECT NO. 22881-10 C4 TEMPOReatr .a lox crann�xrATlox oNTRor. METxons (THS FOLLOWING IMMDS WILL REQUITE MULTIPIE SITE GENERAL SEED & MULCH (MIN. 6" TOPSOIL) STANDPIPE W/FlLTER VIM DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). PAR 1. s BM nNc THE N Puc"TGN - : a w - a,. IN FERTILIZER 22-6-10 BOR W.LN. OR CL AT A RATE OF 350 LB3.ACRE TRAP B. IPPII.ATW A 0 O osTON Of OVEAA 1. TEMPORARY MULCH MnDOT TYPE I AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. PROPOSEDis,PICNNECT L-WTLET PERMANENT PONDS 2- POND SEED At MULCH (MIN. 6" TOPSOIL). S.fhmge a/ Car.apa Fr coneWo6m pmaieta tore Us ape ar operator charge, (0.g., an original deadopr ren porOm. of Us 2. HYDROSPREAD MaDOT TYPE 8 HYDRAULIC SOIL STABILIZER ENCORE CARE TRIL HAVE RESPONSIBILITY FOR LONG ppwty to varbua nmaWledrs a "to Us entire ens to a now atnrk a 1Fre orlphbl/vurtant oma shall orotate a oW, of the complete Nties of tamhatlon/permit modification form (ae mouted h Part ILC2b) b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. a. HYDRAULIC SOH. 9TABILSL%R MnDOT TYPE B AT A RATE OF 350 LHS/1000 NC iter metome ep ter Mat s amreaeaa Ina ta the nm erne. Tha rlgmtl/anent arnrt antll pate. a SWPPP to r and mmapameem, TERN OPERATION AND MAINTENANCE OF THE PERMANENT STORM GALLONS OF SLURRY hi The notice of teminatlm/permit madficdtlan tam replace theubdvldm r.Mtrdbn, Permit ttemination 3. IN WATER : 875 GALLONS/1000 GALLONS OF SLURRY tmstrremainin% �I'trocthin flcotim and nam atame. n. SEED MnDOT SEED MIX #326 AT A RATE OF 84 LBS/ACRE WILL HAVE RESPONSIBILITY FOR =) b. lfw now owner or counter shot submit a mrlplab and signed pompe moo flastlm northern(prmk mmlRwtlem IncludesubeMdm 9. TEMPORARY SEED So MULCH (SEASONAL) ( a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. regawaon or pennk tramfer) of he notl¢ d temhatlm/pemll madmcaUon farm U Ne k A pri. to cmmsaehg corobuctbl Mom a. SEED : MnDOT SEED MIX #150 AT A RATE OF 40 LBS/ACRE. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF actlNty on site r fi no pow later than wxen (7) dew after taking awrmorip of Us, przI me new Prmnt..(e) re mWersale sir UPLAND BUFFER SEED & MULCH MIN. 8" TOPSOIL). ( b- MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. -toes owtn com,fl nce apeh WI terms and cmtlltims H his porton n ,momism I Part IL9.2 SWPPP WILL BE IMPLEMENTED AS FOLLOWS: FERTILIZER 10-10-20 AT A RATE OF 200 LBS ACRE / b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. If erot. or mrd contmatr had completed Met or11m of ark an h. eke le no longer In einlond anted of the ro and a on op p a P am p lent. N e. : CONTRACTOR : all contractual ar m.btlmg to cmplbncu M[n hu tarrns and conditions of be.. mw between We annem and somatom r ,moral 4. TEMPORARY SEED It MULCH (SPRING) 5. U It Mw been .at. he .mal mbre may mender emit ea bade ta he boner to a nsW a rate permitM • e., p eons a rand a. SEED : MnDOT SEED MIX #110 AT A RATE OF 100 LBS/ACRE. a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WOTFER) AT A RATE OF 100 LBS/ACRE A s the n mien of tennhanon/pamin nnedirl�mmn rslm A Wgnawn nam apemlr m nqutm IN MULCH : MODOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) G. TERIANATON OF GOVF - c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. c. FERnLJZER : 10-10-20 AT A RATE OF 200 LBS/ACRE B. GENERAL NATIVE SEED & MOWN (MINIMUM 8" TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 1.P.rmpetea(a) alshmg to trminata enrage undr this permit must ubmit o N.V. at Te nlnef. (NOT) n the WCA. Compiler. with this 5. (WINTER) TEMPORARY SEED & MULCH WINTER It. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. commit 1. naulred mill a NOT Is vubmkted. The Permltte•(e) ¢sage under this permit terminate. at midnight an he postamtsk dols, of a a SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) ion. NOT. or an he data an axon. NOT Re subnittm to the MPGA. SOD It. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. 2.TemnMtbn of enrage wenariae, SHOWN ON THIS SHEET. c. FERTILIZER ACRE 10-10-20 AT A RATE OF 200 LH3 / & NOTES a Terminated of cowmge for Us entire pmpct. I. NI Pertnittee(e) must ubntt a NOT vfhll M dap aflw Find Stabilization (see Post IV.G.) nae been bmplanm an all portion. of by L DESCRIPTION OF CONSTRUCTION ACTIVITY. POLLUTION CONTROL N.P.D.E.S. PERMIT. Wt. for which the Portent. be sin omwWo and al coneWctbn xtMt he. bean 0.o ed. If this .dee holudse rmanent D Y mgbt p 6. HYDROSPREAD SEED, FERTILIZ%R & MnDOT TYPE 6 HYDRAULIC SOD. STABI IZER darmratr management systems, the requlremente M find tleanpt/mdlntsanca moat las pariamed 0.e requlnd in FYwI Stdihallm. ALL BEST MANAGEMENT PRACTICES (BMP•S) SELECTED SHALL BE e. SEED : SEED MIX #190 AT A RATE OF LBS/1D00 GA OF SLURRY. INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. Port IV.G2 Lai tT IN FERTI,ZER 10-10-20 AT A RATE OF 60 LBS/11 000 GALLONS OFF M 31.URRY. R : 1 DURATION OF USE. 0. Permtttea(a) must uhmtt a NOT withN 30 dap ons edllnq Us entire elle Indudnq roads and acomnrdfs infraatructura and PHASE CONSTRUCT[ON TO MINDUZE SOIL LASS. c. HYDRAULIC SOH. STABILZER : MnD OT TYPE 8 AT A RATE OF 360 LBS/11300 3. cevm m Umenfred to moths owns n denied In Part 113.5. a• il ha mitre ' at. rag P Prof b. Temk.11m of sciences fora A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER GALLONS OF SLURRY. AND SPECIFICATIONS, WHICH MAY INCLUDE SILT PENCE, TEMPORARY SEDIMENTATION NOT or otnsNo led mtiane of Us atte to anomer art a must a NOT morn da after �) (» days g a Y 9 D party NI Pthey Z _ d WATER : 075 GALLONS/1000 GALLONS OF SLURRY the said to .Ther party must ce h omrpllume with Ma permit and he o r the open The portion• a the the her Arty y ow n° urger the cower an I SERVICEABLE IN THE FOLLOWINGLOWING ORDER, AS REQUIRED. be (0.g. dl trnparosy melon protection, and prt much be U pbc)). This form mud inWNde 61gnaNrw sem tomo and sedment caned mea).1 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET At EMERGENCY SPILLWAY IN SOLI FENCE & TREE PROTECTION FENCE. n t mend Permf and omhed information fur the n0. care of the praperta: (SEE DETAIL). TRAINING REQUIRMUMM beer a Trmhallm Watched a emdltsian nglatralim. d. TEMPORARY CULVERTS. JOEL. COOPER P.E. a ge amosgs .in If perms oorape mom obtained ueYg ns abdlNebn regletretlan protect, Pertntttse(e) are required to submit a NOT MNin 30 dap alts 8. SPILLWAY(SEE TEMPORARY SEDIMENTATION TRAP WITH SPILLWAYSEE DETAIL). I. STORM WATER POND CONSTRUCTION. ad WhIng final StdtMation (how Part N.G.). that Ire as otemallw mehm far hs Permanent S[mnratr Management Spasm as debarked In Part In.C.5, an prmbited g. COMMON EXCAVATION AND EMBANKIINNT, UTILITY INSTALLATION AND INSTRUCTORS LEO HOLM & DWAYNE STENLUND from trrnheting hM psmtt in Final SUIchaatlon has town °mtmd matte cadtrimer. 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). a Th. two wam of moniteaUg data wqumed In Part IILC.5 Me beat submitted to the MMA and the WCA had determined that the required L HORIZONTAL SLOPE GRADING. treatment has bum dmlmd. The Pemnt" MI be notified In wrung within 30 days after the monitoring data has harm sbmttted. If 10. HORIZONTAL SLOPE GRADING (SEE DETAIL). ). DITCH CHECK SILT FENCE, It EROSION CONTROL the Pemittee Me net heard (morn Us MPGA MUIn 30 dew after ubmitti Us required data, he P. RtUo am eubmh o NOT. BLANKET. IL PERMANENT SEED AND MULCH AND/OR 90D. b. The Permittee can submit a NOT, even it the lknwinms is b)s than 40. yaaw if the MPG datemfrnew that Ms altenatime method s 11. DITCH CHECKS MnDOT TYPE 3-12" BIOROLL WITH MnDOT CATEGORY 3 EROSION cmbving he coulees treatment. During Us manitodnq and ..duction of hs olternatlw medical., the Porminn I. not rrpmahie sir Tins arm6 requmemente hat hen been CONTROL BLANKET (SEE DETAIL). ENT THIN CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT transferred use dsarkad U Part II.11A 12- EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS PART PI.STUa1WATTR DISCHARM OESGN I£DURELENTS 13. PERIMETER SILT FENCE. SILT FENCE SHALL HE STANDARD MACHINE SLICED OR HEAVY DUTY (SEE DETAILS). D. RMOREI RFIFNTION The SWPPP (anginal r copies) holudlng. all changes to It and bepeotlems and maintenance ramada must be kept at Us afta durNq 14. INLET PROTECTION (SEE DETAILS). 5- construction by tne Pumlttse Me has operational tonin of that portion of Us otalhe SWPPP can be kept Re either the flsM office m In an pgOpOSEn EROSION/SIDIMti•NT OINTROi. T M'PPI'rF:.9 THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY m .ice Mid. during nomcl working hours. 15. FLOATING SILT CURTAIN (SEE DETAIL) 478 SILT FENCE 476 LF NI wmw(e) must keep the Shel dmq MU dee folbw:, additional record, on Re man those (3) pan ekes ubmidal M Us NOT a. PLANSAND SPECIFICATIONS SHALL HE REMOVED BY THE CONTRACTOR HEAVY-DUTY SILT FENCE IF outlined In Part 11.0. The data not include my reeds ata uamXtal of Ne NOT. ROCK CONSTRUCTION ENTRANCE IEA CONTROL WMIODS I.My ether summits reputed far Us prolech PERMANENT EROSION & SEDIUNTATION or d alnteean¢ conducted during construetlm (see Prt N.E InspecMma and klohtmencek 2.R.n �nm erH We Inap (THE FOLLOWING METHODS Wide REQUIRE MULTIPLE SITE 3.A1 permanent aperaQon and mddecn¢ cevenm4 that how been Implemented Ntlodhg all right of Way, cmt met comments; and other VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). biding req uirments ragerdhg Prpetual maintenance, and CAN rsgmrm cdodatlw f. design d w bantam, .ad Prmment Stmm ntr Management systema 1. GENERAL SEED & MULCH (MIN. 6" TOPSOIL) STANDPIPE W/FlLTER w ' Mx. 201 M)x. a. SEED : MOIDOT SEED MIX #250 AT A RATE OF 70 LBS/ACRE. ERGENCY SPILLWAY CREST - : a w - a,. IN FERTILIZER 22-6-10 BOR W.LN. OR CL AT A RATE OF 350 LB3.ACRE TRAP _ LnF.=n IfYE 'kens A ' GZPIf :'1 c. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED PROPOSEDis,PICNNECT L-WTLET PERMANENT PONDS 2- POND SEED At MULCH (MIN. 6" TOPSOIL). Im.wser sir ANTISEEPACE COLLAR (TIP.) a SEED : Mai SEED MIX #310 AT A RATE OF 82 LBS/ACRE ENCORE CARE TRIL HAVE RESPONSIBILITY FOR LONG T b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. 1" �2'. NC c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE At DISC ANCHORED. TERN OPERATION AND MAINTENANCE OF THE PERMANENT STORM w00 O E as m 0 WATER MANAGEMENT SYSTEM 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) 1 n. SEED MnDOT SEED MIX #326 AT A RATE OF 84 LBS/ACRE WILL HAVE RESPONSIBILITY FOR =) b. FERTILIZER : I8-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. tet_ a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. OFFROAP CASIN Mom i riri�3 AP THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF 4. UPLAND BUFFER SEED & MULCH MIN. 8" TOPSOIL). ( RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE -toes owtn a. SEED : MnDOT SEED MIX #328 AT A RATE OF as LBS/ACRS. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. N a. MULCH MnDOT TYPE 9 AT A RATE OF 2 TONS/ACRE If DISC ANCHORED. CONTRACTOR : m �. BUSINESS NAME 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS If WEILAND MITIGATION .' a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WOTFER) AT A RATE OF 100 LBS/ACRE lT, n b. FERTILIZER : I8-1-8 NATURAL BASE AT A RATE OF 150 LB3/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) p c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. B. GENERAL NATIVE SEED & MOWN (MINIMUM 8" TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS/ACRE r0.. . l4llR It. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. SILT a c. MULCH MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DSC ANCHORED- CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS Clx SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA L DESCRIPTION OF CONSTRUCTION ACTIVITY. POLLUTION CONTROL N.P.D.E.S. PERMIT. EyyL' BEEHIVE HOME S A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.48 ACRES. THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING IDT ALL BEST MANAGEMENT PRACTICES (BMP•S) SELECTED SHALL BE INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE POR 1718 THIS OF YEAR SITE CONDITIONS AND ESTIMATED2. Lai tT DURATION OF USE. PHASE CONSTRUCT[ON TO MINDUZE SOIL LASS. 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON TIME PLANS A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER AND SPECIFICATIONS, WHICH MAY INCLUDE SILT PENCE, TEMPORARY SEDIMENTATION CONSTRUCTION IS IN PROGRESS. Z _ BASINS OR TEMPORARY STRAPS. SHALL CONSTRUCTED AND N I SERVICEABLE IN THE FOLLOWINGLOWING ORDER, AS REQUIRED. NCES e. ROCK CONSTRUCTION ENTRANCES. IN SOLI FENCE & TREE PROTECTION FENCE. c. EXISTING INLET PROTECTION. TRAINING REQUIRMUMM d. TEMPORARY CULVERTS. JOEL. COOPER P.E. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. SITE MANAGEMENT CERTIFICATION (2014) I. STORM WATER POND CONSTRUCTION. UNIVERSITY OF MINNESOTA g. COMMON EXCAVATION AND EMBANKIINNT, UTILITY INSTALLATION AND INSTRUCTORS LEO HOLM & DWAYNE STENLUND STREET CONSTRUCTION. b. TEMPORARY SEED AND/OR MULCH. L HORIZONTAL SLOPE GRADING. ). DITCH CHECK SILT FENCE, It EROSION CONTROL BLANKET. IL PERMANENT SEED AND MULCH AND/OR 90D. TOTAL PLATTED AREAL 1) 3.10 AC. TOTAL DISTURBED AREA 1.18 AC. 4. ENT THIN CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT EXISTING IMPERVIOUS AREA O.eB AC. CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS TOTAL IMPERVIOUS AREA(EXSTING If PROPOSED) 1.04 AC. AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5- ALL EROSION At SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY pgOpOSEn EROSION/SIDIMti•NT OINTROi. T M'PPI'rF:.9 THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE 478 SILT FENCE 476 LF PLANSAND SPECIFICATIONS SHALL HE REMOVED BY THE CONTRACTOR HEAVY-DUTY SILT FENCE IF WHEN DIRECTED BY THE ENGINEER 773E CONTRACTOR SHAiI. THEN ROCK CONSTRUCTION ENTRANCE IEA NPDES REQUIREMENTS PART IV. GVNSTRUCTXN ACTYITY REWIROON A. STORM WAT Pd1UTIXN PREYBIT I PLAN The P..RU.U> mud Implement ins WPP antl the remtemente d into Part. The BMP. tauhlflm N the SWPPP mit fn MIs permit mean be mptv4 Irstdled, and maintal I an oppaQrMv and auctioned corner Net le N accordance wish meownt manuracWrsr anpmmtlmv and accspim enphemng pactba e. rROSIN PRIMIRTlrl PRArncFS 1.The Pemnntee(s) mud plan for am I"Imint appraprbte aanelruetken picking. wgetaUe butts swipe, horizontal Nope grading. and .U. construction Pathos, than m)n1mRs weaken. so that the masochism and maintenance realtemento of Part IV E. ars compiled with. The location of areae not to be dkeluraed must be delineated (e.g. MU flags stoke, signs. alit fence eta) on Ue deueipmen he berme work begins. IMI exposed sTn raw must be HaMhed os seen o. Powibl. to Ilmh del motion but In n0. cew later Um 14 dap aka Me vonetruotbn ¢tiny in that partied of he site hes tmpanmiiy or pmwnently ceased. Tenporsry Hockptes Mhoul significant wi . day . mouth, components (e.g., clean aggregate stodples, demolition concrete slackens, sand doakpilw) and the oam huatm base compensate d roads, ankh late and aiinner wrlaq. oA scant from Miert but must n whin Part IV.". STN normal wetted perimeter of my temporary or permanent eelecmo drainage ditch r stable that trans Water from any portion of are construction sits ar alimi aster mond he eke, mud be a ablin.it within 200 Ihed het Ira. the prmMy mat, r (ton he print of dlorhvge Into any surface woman. SYmnzatlan of the last 1GO inial Root moot be completed wahh 24 hours after connecting to a surface water. Slebllzatlm of the mating portion. of my tmprce, or permanent d ietwo or wales must be complete within 14 dap after connecting 4 wffame Nate and construction in that Portion or he than has temporarily a entl c avad.Tsm permanent intense or po P Y r permanency 0. obit or .rate hot two being usital 0.e a admen! containment mien (Min properly daelpnee ntl tlkd decks, bb rot, at dna et..) a ret mud 4 be .mnzbe. Ther an meet n atebperim warm nada am dee Ito bale u..ft as a easement .ntdnment .,her. 4.PIpe a4ktte calm! be poMded mitis temporary r permanent enrgy, dissipation MMI�4 hours aftr oomeollan to a wr4es mak. C.SEDIYEMLYY RACIICESE 1F�81I T CONT PRA WC sPRACTC S 1.Se:lmant control Pr¢tim mud minimize sediment from sucking cartoon wdra, hckrding numb and better systema and dem acv Nets. a.Tsmpkky r Permanent ddnage ditchers and seat ant boss Mat ice designed n Part H a wdrnrd cmbi rmrd system with rock check downs mil aedknent .ntrc1 lase only a rote far the omdWanx sou Ren! Y popraD b.lf the dam gradlsat treatment system N encroached, additional upgmdent vadknent control practbw or redundant BMP. must M Instaled to eliminate the ovmpoding, and the SWPPP must M amended to identify Msw .ddtimal proctiow n rrruied in Part II.A.4, a. through on ale ander to maintain m.t flow and minimize rile and/or gullies, thea shall let no mbnbn dope length of ,water Mm 75 feet for step.. he a grace of 3:1 or ateee.. 1. lad rnent cmmai Prcotkea must be established an all dawn gradient Perlinetka Nfre my upgradbnt kind unseating mtMtle begin. Thea: ,mutt... shall renah In piece mtll Fhd Stabllhatbn hos been .taNl.hetl In accamm¢ wMM1 Part IV.G. &Me timing of the hotaibtmn or sediment canto predNw may n adJuanm to accommodate short-term ncdNtme such as clearing w gmbpina or passage of whitest. Any shkt-term acOtty must let completed ae cubMy as possible and the teak ant mid sl¢tbw must be Instals! Immediately after the actlNty It completed. Hower, sedment central padre must be Installed boraw he meet preopridden event own H the activtty le not complete. 4.NI stomp bah hbtn muni be protected by appropriate BWe during construction untl all saurc. wM potentltl fa discharging to the inlet haw been stmlhed. NM protection may be removed for a particular hist If a apadfb eahry concern (street flooding/bmeztg) hos been Identified! and Me PrmB4e(e) hen r.nlwe wdhm correspondence ern he prodleaend wthemy (ng city/county/4.evep/MnOOT engineer) wrrcyong he need fm re owl. The wdttm cmnenmdence must be documented N the SIWPP or, awlcble Within 72 hors upon mal Man written .rrupandn,cto can not las obtained In a tmoy morns, the specific inlet protection .n be rrnawd to al1etu4 he mmmal aahty contain. Hamer, eMarte to Walsh rrnten omeepandence must be documented In the SwPPP and owlmle within 72 hours upon repreL Pemissken to remove UIH protection based an a pedfic adetY semen mud atll M mtatred from IM MrMdetlarwl authmty RhIm 30 dap of macaws. STemprary.1 otandpgse mutt hen sin fence k athr eNWtiw eedimeet .ntrel , and snot be placed In surface waters, Inducing sturnwatk mnwpnces such as curb and gutter aystma, a consent; and dtals uMer Mere Re . baaaee h piece far he etormWater. dw late tr.ddng of sediment from Me construction atte (W onto atree4 MUM he site) must ce inblmheE by BAPa such as time pada, ante r steel rah rmk, m emlwient interna St.t w k, meet N uam If sud BNP. am net .mJW;i fa anamnl sediment form helm, tra'A.d anis the ."at (rack Pict IVEad). 7.n. Permittee must ndd tmporary wdrnenMbn notice a squirm In Part RLIL d into Prmlt. 15" PVC PERFORATED xOle 0-:" S MX., 5' MAN. STANDPIPE W/FlLTER w ' Mx. 201 M)x. FABRIC ERGENCY SPILLWAY CREST - : a w - a,. (RIP RA OR EROSION CONTROL BLANKED TRAP _ LnF.=n IfYE 'kens A ' GZPIf :'1 ora. mer sec fs/ N anq E1.EVAnIXJ PROPOSEDis,PICNNECT L-WTLET r-e2T:'yAwta= v�F'1,'' TO EXISTING CBMH VOLUME Im.wser sir ANTISEEPACE COLLAR (TIP.) -1° CAP SKIMMER(BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPE - 1"-2" WASHED ROCK CONE HEIGHT - 1/3 Z I15" VINOTE" TOP EW PERFORATED STANDPIPE W/FILTER FABRIC TO OUTLET ELEVATION EMERGENCY SPILLWAY S. 2-1/2" DIA. 3 HEX BOLTS W/LOCK NUT PIPE MATERIAL 1" HOLES SPACED SHOULD BE RGID 8" TO 10" ON CENTER TEMPORARY SEDIMENTATION BASIN TYPICAL PROTECTION AROUND BACKYARD CB'S (INSTALL IMMEDIATELY AFTER CB INSTALLATION) FENCE KES POST EACH CORNER AREA IN ACCORDANCE WITH � RESTORE THE SUBSEQUENTLY DISTURBED MnDOT CAT. 3 EROSION BLANKET 1.600 BY REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS- MnDOT 25-141 SEED & MULCH (GENERAL SHED MIX) -1.5X 1.8 AC STRUCTURE B- THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY WIMC03 2 EA STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW INLET PROTECTION(PRH-CONSTRUCPION) 2 EA THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE CAT. 9 SEDDINtNT CONTROL LOG/CAT. 3 EROSION CONTROL REAR YARD CATCH BASIN INLET PROTECTION PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME BLANKET SYSTEM - DITCH CHECKS 5 EA NOTE: PREMOLDED SEDIMENT CONTROL BARRIERS MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED STORM WATER PONDING AREAS PROJECT COORDINATES SUCH ARE AASAROYAL' INFRASAFE LE ALTERNACOVER OR EQUIVALENT 7. DO NOT DISTURB ANY AREA UNTIL IT S NECESSARY FOR CONSTRUCTION N 44' 53' 19266" TO PROCEED. W 93° 34' 56.488" e- WHEREVER POSSIBLE, PRESERVE THE EXISTING TRHHS, GRASS, AND OTHER HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FILTER RUNOFF. TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE LOWEST ADJACENT OVERFLOW (SEE TIMELINE : PAi7T ry B2>. 6' STEEL FENCEPOSTS ID. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL LT 6'-6' SPACING BETWEEN POSTS HEAVY DUTY CLIMATE CHANGES OR WEATHER EVENTS. IS. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED - 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL POLYETHYLENE SNOWFENCING FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13. IT S THE RESPONSMILTY OF THE CONTRACTOR TO KEEP PUBLIC INGRESS O ANO EGRESSFROMTHEETCONNSI'RUCTTION SITEZMEEOOF DIRT FLARED END SECTION INLET PROTECTION AND OTHER DEBRIS WITCH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHAII. BE MAINTAINED BY THE CONTRACTOR; p NO PAYMENT FOR DUST CONTROL WILL BE MADE 15. STORMWATER FROM THIS SITE WILL DISCHARGE ULTIMATELY TO LAKE MINNEWASHTA r TREE PROTECTION FENCE Ll 16. CONTRACTOR S RESPONSIBLE FOR EROSION CONTROL MEASURES AND THE O MAINTENANCE OF THIN TEMPORARY STOCKPILES. I 2"x2"x18" MIN. WOOD STAKE -2' MAXIMUM SPACING ,-12" BIOROLL WATER FLOW _ CROSS SECTION PROFILE VIEW MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN y DITCH GRADE V Spacing on upper and " Overlap 3' Minimum level 6- 6' Anchor slot alternative 1' Spacing on Staples *MINIMUM ANCHORING SHOWN Fold under 6" - EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) LI 2 EACH D.WWATERNG AND BASN O NM 1.Dewetring or boom bafifig (0.g., pWnped discharge bench/ditch auto M1r drainage) related 4 the construction acU ty that may Mw turdd or W1ment laden dshmgs 'wow mud N dedargm to a temporary or permanent sedimentation bash an Me project eke menet pouNn DMoiarge tram the ben,per.y . parmmac Wm.ntatbn boon mud n Nvudy shacked to .mum adpuats treatment le ebtahm h Ms bast mtl hat menton¢ conNMane (see Minn. R. 7050.0211 NbP 2) will mat modest hrn he d.ehaga If the ants cannot be 9 dM M the appropriate such that Me sa ed to a aedlnentatbn aeon a t° ent hs sten tar. It must beat M aPPr•Mate B P •M9 Prmtttee a must mi hu Mae sWh ant, . tl1edoros does not enemy dlect the recelvY,q vett k eamnslnam landa.rar, The () w arW p acce ted! prabalsia from retlm and atom. h, d neentati mud W dispersed er maned reek romp, sone Dego plastic ins sumpdni, r elver sooeptm energy dleelpalbn measure. Adseuate eedmentatbn aaMrol meowlse are moaned far dbah.q. rate Uot contains auapentled mlkea 2.A1l Water from droimng or bade bafikc cotiviliw mud b ditdvg m In a manner that data net eaues whence s dkim erwbn in receitnq chance.nnele a on downstate pmapa, n or undusometimes in tlsometimes causing rmiNah.w imp anl act to hsddlbnd EINSPECTONS AND MNNTONANCE I.D. Parenthesis) (Wants he Wanr or opratr, whether Is identifbd in the SMPPP) mud nautically Rapti Ne entire cansWctlm eke at levst an try fawn (7) dap during cotlw mrtruatYn as rRhln 24 orf ager o mladl sent grater then 0.a Inures in b norma. Painting n Inepeatian which mars wi1nN 24 noun arse a ru,hll erect, the sol inepestian mut be amduntatl within war (7) days, aft. that 2.AII li pectbns as mahtenm¢ conducted during mshV must N receded In ening one Mese records mud be ra4IXM with Me SWPPP N accordance Mh Part III.D. Rxortle of .an Inspection and maMenon¢ activity mag Rdud. neals and the. of h tl vond ono b.Nma d conducting g ectbn pepn(e) c g w 4 c.Mdngs of time env. Inducing common.., a der art, ant, maintenance actMtlee e.0clac and ¢flans .dun otic. a data. tlme en can din ). ( g , prior plaint, LA h 24 M1w e.0o4 and enact ai m rdnnN events nater hen 1 ted 0.5 hence) r; f. Danita 0 t of m,gee mads M Me SMPPP u .orated In Port ILAA and dna m eine ash of the v Inspection. d qu emacs d cam n ent car but work ren it, 3.wfira Ports d ins conotry 0.14 dew pamm P M .nt ¢as dI . n.e mon rasa me m ctlm spew w ermm 0.p rnxxuent ¢ear m N reduc.d to mw rrwnU. wnra eansW D P % car inspected fora Ito of trach 12 month) tM h alone may ria the vita maul tin n0. pe Y cmvWelfm delivery, If oommm m are m Me a P Per ( ) ( m' 9 Yam me po A. Mom actl Ma ren be w i nwnh of .mwnant cos , NePs,ct y he ®E dodo from mond cmdtlme. Fdlwln he ! e fns p NtY tam,Mlm ane contraction, densityw, m env aagainke,d ,and 0.r some rc mtmm in t Ung by hm MPG. wnun rake flu nam vuvpendm w lunar cozen groom .ndOm, lin. each.... fins and nWrten.,ea schedule mus! begin wfhN 24 here after runoff ams d the W4 k prior ta n Prnin9.nead sediment entente coma fem. ud +.All aired. pmmllm and ledment cantrd RNP. must be Inaphimin Zed a arcade Integrity and affco Road as NI ncnfaon@ bio cracker must N repaired. r Rom t supplemented o . he P. al BNP) mush 24 haus arta dlbkb.0, w. a a wan m fiNa cendt.4 alae rccm tone another U. erne fe epedfbd bWam. The Pemntee(s) must hvwllgab and amply with Un. fdlaming Ingeotlm and molntwwnae requIrshribrine cAllh Wfo ce, roan be reputed replaced or in 2P hontm men May became nmN¢field o he eedment made I/3 of Us nWyt o1 the Rona. inose roDalre muot Ds mads wtthh 24 Faun of diMcowry• a a pen a fltltl conditions nam eater. b.Trnprary and permanent sedlnwrlutm bathe mud be bvYretl arch dee settlement rmentl Man the death of wdment ¢lock I M• bash name 1/2 he Wrage wlumn Uvywge ab minded much N rnpleled Mhfi 12 bora d dlsa vy, . a soon a M. conditions dl. oma C. Post IV.DJ. cSurface rat., Including drainage dildos. and conwwnce eywlm% mud be lespectal Re etdena of mosim .ad eedment deposi The Pennkl¢(s) mud r.now all dma and sediment dePeekm We surface anus hdudhg drainage way; mad eaters, and ether drainage ry f and mtmIts. he are a ones sediment rcnawl rWte In emtsa em. It rsmovd and aLbliz t). mud take pia. within sewn (7) dap or dbCmwy units. im cludm by Iagal, rsgentrp or phplml access corstnln4. The Permutls owl use all reasonable efforts to obtain ease If Precluded, manenl and stabilization must Wake place whhin seam (7) caientle data of obtaining decease. The Pemkte, to reananable M contahkg dl lord, regional, date and tm.d nuMrMes and mceMng any applicable per.lts rkr to conducting any work, dCastuctbm he Ymid. went location. must as henactad far mndrecv of DR-sha esdment oneeng rata pend wM.. Todrsd esdment mud be nmowtl hon all ped wrfacza rlhh 24 hours of dlkaor . If anplicable, Mthin °mart. tme 4 comply with Part VGe alM Prmlltee(e) mar mosperi for the aeration and malntenmce at twnpr.y ens pormanent acts quality management BMP, as wall a dl ravlm p•weUm and rdimmt mrtml RMP, ear he duration of the construction tack at the she The P. mute(.) ora regrmeHa untll anather Permitter hoe oesumed ventral aecertng to Part 11.8.5 yr al areae of Us Wte that Mw ntl been finally attDlhed an the ole has undoi Fled StnNlbotm, and a NOT hes been submitted to the APCA, f. If pedknent shoped the construction atte, off -eke Na umulatlam of eedment must be anew ed In a hammer 0.W at a frequency sulfdenl 4 mNmlx) oV-sR. Impacts (0.g., n,W...dment In aureole coed be washed Into alarm versa by he red rah ..d/.r per a wMy n0.zord an ..... .r Paul. abeed). SAI InR1mclen arm must be Inspected b ansum that dee outmost nem ongoing construction actlNty M reaching the Infitnedon .p and Ueda .toe .. embeanm from oorrpoWm due to crosWotlan eq -Meant dilming asap Us NRtraOon mea DUMP STRAP - I' (25 mm) REBAR FOR BAG REMOVAL FROM INLET SILTSAO( EXPANSION RESTRAINT [1/4" (6mm) NYLON ROPE, 2" (51 mm) FLAT WASHERS] DUMP STRAP ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATCH BASIN INLET PROTECTION - SEDIMENT FILTER SACK PLAN VIEW ,yr lot i 1 1S' L e'rw D iAHtN tE NIX. REVEREE CPAOIONE xOle 0-:" S MX., 5' MAN. A -A w ' Mx. 201 M)x. MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP - : a w - a,. TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETADON DIVERSION r[ yyyx{f.WyY M rnrm nWN Nor la m �ca�c< tau=. saeacG xc, 00 - : a w - a,. w,ev. [a.rn rnlvo demo r sir _ LnF.=n IfYE 'kens A ' GZPIf :'1 ora. mer sec fs/ N anq e.,s • r sir i.,isRc 7n yrs ere' Yl1E r-e2T:'yAwta= v�F'1,'' •' um NLu roue ,ane .0.e Im.wser sir O nm ren comm I.un mop era ors p.ru torr er. a oar rwRnw REAR YARD CATCH BASIN INLET PROTECTION DOZER TREADS CREATE GROOVES PERPENDICULAR TO "l SLOPE DIRECTION HORIZONTAL SLOPE GRADING WIMCO ROAD DRAIN The P.ImIttak(.) ahal Implement he folWwing Inllutlm prewntlm mmagrnent rrnpures an the oris t.Shcd Weep: CdieHed sedmort, asphalt and cement. mlling, flaalhg aware, wow. plastic, fubrk; construction and dmalttiem debate and same wardat mud d disposed of Property and must comply with WCA disposal retutrai 2.11axvdous MateRdM 01. gasoline. point and my hazardous subotanaee me be Property stared. Inducing secondary YcontaNstiest. 4 brilliant )Plied lade or ether been Restrblm amen to strops areas must ba provided to pnwrd wnddbm. Storage and depom of hxtmmlut Waste must be in corryrm,s with WCA hiulsama S.E st. p opening d ied of and other .nsbuctim We1nts must M IFnited 4 a tleltned ane 0.r Me aka RunaR must he contained and works property el.pnod of. No wghn eventualdacro n aiaWm m elta {.Ctllreln wNwt acoria: NI liquid mtl Wltl v®tap .nod b mrtnn woenaut Me must n0. mrnlnm N o ink- r¢} 9 gen Y oDs'oa P c intall marl ball k ermem4 Rte. A con sat d° Ther than dor. not .It.. washout I aide 4 enter rand enter to hatuemahred an Reality top peal r b a operm.allo l cru The Xqum d tole water mutt net contaposed! pr gmune, arch thercompliance must mat M aceto A. ma A @I must be apratima or adjacent t Liq.IM and d wastes mud be dtopord of meet o and h to u lion. s p MPr repless, Adm must be noosed edjaosnt to .d washout fadltty to Inform eonaHe embment proton co alms ams D4Dr fadlnMa G `NAL STABIL OAnON The Permittw(v) must mwre Final !Andmrsatim d he sic, Find Stabilization rrquhw all of Parts V.G.1-5 or Port IV.GS: 1.Fmol Stabilisation requires that ell sol disturbing w0 tie at Me she haw been completed and all ale must M dunhassd by a unkmn punctual lagedaths cowr with a density of 7= ar Ma enMk peNouv surface area, r other squlwlvnt means meekest, to proved w0 helium under rni eondtlona Ine Prmeltbe(v) must ansa that M. parmment Homchi trsatrmnt system torte all npfreneente In Part III, G Me Incudes but We not limited t, a final dean cut of temporary or comment emknentanbn bodies that me to M uee:l to prmonent water ,alky mmagment bathe and tend construction or maintenance of hflvatlm basins. All aadlrnent mud las ..coed M1orn mnwpn. ayHma 0.e ditch. must M edmllted With p. mment tor. 3.PMar to sbmWbn or hs NOT, all Wnproary.letheue and strvenrtl woelm immtbn and .velment central Miss (cud a oke r ea) must be rm.vad on the Ion. an ns sit. far MM the PermlR. to snit. BNP. designed to decomposes, an elle seat a some art rwpmn b pea compost ico ba 4R In lace. cgs) Y P 4.1r resltlentlal nt peri mate °elm Individual late ice a.mbsm a ro etmlized if the Paul W s on ♦Hlshm ! tmpr.y rein protection m and down WM '. ' controi moa been used .b ha rWden. M1oa err orb 4 Me hmpwnr. A4dtlmal hu Pemlltr mus[ ,oat P romp W tllstrW4 the MPCA'e 'll®eosroer Peal BMst' m the avmvgrm te (dorm the Mmeawmr of the need fm, em hmeLte 0.f, psmemnt .ewe. 6.Par be ance:Llpn tided late at r e seed for apeduLack! prIts (0..p, plpelLq ease ora. m rvawe lend) !'lens 6fablWntlw may re .fie tly ntl b1 ntmWng the dLlwbd Led o ph Plock aim u0aGu 01d nn 6.0. t in addition may tmmLete 2 U Ub. Pea e t MO RI 4 0.o howne a u eB Ooostmwdon dir Pty u tDe loOeMw omditimt en tont L eedtkin t Pert as .2 t d Re, Pert Ig.G.9 end when epplleebla Pert [g.G.{ ac Pert NOR. . e n mM.. Len..,, (by on has eeeaed to at Led ge dap. h At W0. qOS (by azr) at eLL eaplrLLy Proposed coe.munea ecddry ices b..n rompL4d sad pz'msbent .Ten ntebWhed p mAn..ae.e a. Do 9y.e where aomVuatba aottylty L tot oempla4. IrlmeDent coyly 1W been w4DWbed E + 4 ! b-zP w.e-mar :� rLnLE r_x r,Na, m �ca�c< tau=. saeacG xc, 00 NeUI nL 530.: wU:1n Uea s Nchl. `k.'N:ILA'.ILN I, Stl• Y,1lY )rttL I i3iS _ LnF.=n IfYE 'kens A ' GZPIf :'1 .NLHt3 (?ABi TA'9LE STiEACT{ O i.,isRc 7n yrs ere' Yl1E r-e2T:'yAwta= v�F'1,'' •' um NLu (m v SEDIMENT TRAP -1° ENGINEERING CEPARIVENT m� x, 53C2A T to 1" �2'. NC w00 O E as m 0 TL.'L'F 1 • •T � A = 5 [pL" NAT=P. J =) SFCTQN A. -A QI1BF tet_ N OFFROAP CASIN Mom i riri�3 AP q Yl -toes owtn S n I>0 N sU, m �. FN f T13, ,TY `FN" R:GYeh 1 I� .' Tr Fu r 0.v axe am lT, n r m:ra w p X r0.. . l4llR Z SILT a FEND= ENGINEERING DWAP-M-4 a"mr' 5300 O co r 1]+N_.IJI Ia.x :ace KGs; b-zP w.e-mar :� rLnLE r_x r,Na, m �ca�c< tau=. saeacG xc, 00 NeUI nL 530.: wU:1n Uea s Nchl. `k.'N:ILA'.ILN I, Stl• Y,1lY )rttL I i3iS _ LnF.=n IfYE 'kens A ' GZPIf :'1 .NLHt3 (?ABi TA'9LE STiEACT{ O i.,isRc 7n yrs ere' Yl1E r-e2T:'yAwta= v�F'1,'' •' um NLu (m v SEDIMENT TRAP -1° ENGINEERING CEPARIVENT m� x, 53C2A ear U to 1" �2'. NC w00 O E as m 0 v Cpm 1 Ft TFRFD NAT=P. J =) SFCTQN A. -A QI1BF tet_ N OFFROAP CASIN Mom BARRIER FILTER BARRIER mem a -,o rule r0. 5304 ilz wNc pYN•^poc=Vmm ENGINEERING DEPARTMENT PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: COUNTY CONTACT: INONDEFTF -CR Td"NINDPYt POR 18' 1.NiMUM CJ' OFf BERN �r � 'S0. TO U\IVI2E RJYO-T F?qd 91E 1 NOr' �yT3. Asa. 9f 1 BE PIAL- app+It,.O T4 Si." MLr. IIIfNpTaY T88� (. ', 1wIWN ROCK RU 1 CONSTRUCTION FNTRANCE rxeF° vonENGNEERING DEPARTMENT euTe wL. 5301 S LIL4LN1 11 Ake MM..FAMR D B" VtOCC.UG tM�tDPE=, vv.. tae 3Rob utt_,..han, env, ,.w tCUah. .�F/+Y.n FAY1ii�.'sinv[ng)5 hxu rpx'k' .:. ..0.+x*"�.`••�wea rneu.,.x. w.r.a ..R. ... NYC° -I s0.*/ RYTrR..6+T.ZAgnOe... :..fins) -TP.. i'Fl 2IX 4 !IHR:tl41Nv. JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER TYLER HASTINGS - MPCA CHIP HENTGES - CARVER COUNTY SWCD (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2882 (0) (952) 393-1146 (0) b-zP w.e-mar rrr,'fiai;css m hc. 00 ,, CL1A.1 uLIF`1,4:U.N Jftt{ 11.{M .yLVI qnR k}•1(<;_ 1. 111Lt IS Uea s Nchl. W 2. REVCME W33RISWISEDMM MCM R3CE'TA:£ M 4 Wt RNN EVEW. O N 'm Of Yl1E C.4TC4 BASIN (m v SEDIMENT TRAP -1° ENGINEERING CEPARIVENT m� x, 53C2A ear U to JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER TYLER HASTINGS - MPCA CHIP HENTGES - CARVER COUNTY SWCD (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2882 (0) (952) 393-1146 (0) DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 to m V 00 TO « o - tej Eo W cos O N 'm Of O_ v M yFaca�o to m w00 O E as m 0 v Cpm U >�O N - =) M CO tet_ N O .. -toes owtn S n I>0 N V) V m f) Q� w p X Z (der a W O co Clx 0.o a D N EyyL' 00 O^O LJJ e- U Lai tT Z Z 3 L.11 J C:> Z _ N d DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 to m 00 TO « o - tej Eo W 0.o c o a. O N 'm Of O_ v e O yFaca�o m w00 O E as m 0 v Cpm U >�O U J Q a' d i- x'0. I = C d .. -toes owtn o DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 / t z § '� 1 I r ' I I I , t. / 1' +..• ..�. r ,m .vs ...+ t'^ 'C{1� :....-�'�"'-.--�-�-� f ir- IIJ i f I It 1 l ( 1'rfr 1 -------- r / r. r --- \ LOT 1, - ,-- t, O.. RA „ J I ti ( f� // `.\ �� !! /i jd / //x /�� f I / ! A F� / I f l � :� C r I— \ � 1—`'7 \�/ � � 4 ( � ' J� L_ L_ LL/ � t v t—t I\ LJ 1 I k f f I p � 1 t �$ I l ..,- ^' '^— — -_.. _....._ ._ ..r, � ! � .% \ � � / ! ` I � r,..., ✓ / ,,vJ � / � � "'''`rs...a� - tl ' // / , � / / t / t / �— , iv - IV( L t ! ► I i i I ��. l (''—��/ v I 1 t I t 1 � � _<<_. �, - ri•- t i I _ � �� , w�� x�.�.= t \! � � �I / v 3 • :Y _� r t � t I e t t vY ,�. �, ��. ,` 1.\ j -� --— -- ---�-- y l ---- �� ----�— i --� ---�------------------------ r T � / ::.� :.:.::: �::: �,� ! v , ! t I I 1 ,! ! 1 t ,r 3 \ \ \ \ \ j t / r I l I + f .... • f / ✓ 1 I 1 I ::: : ::::r:.. ........................ L--- _lp BL�� CI�/ . 1 I / tit 61 l /? Y t t I l I / P 7~ i K `'? , v/ LOT '200 30 d t� Q HCl z \ \ i \ \ V A A v \ \ ( / t ! t I d i ! / j r Y! I- j. r t a If ci ob \V A\ �l \\ \� \\ \\ � \\ \\ \\ 11 �( /J 1I //1 71 [ // t/ �j tit I ct J 0 N SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E V o v a cn 0 o c o a af CD d y g000 Scc M c a « o U W n �o� ._oE�^d��c7 - Z N o - T J o °' m va'o,o ui �rn z4)0 - N as O W VI U) m N of ■ W W Z E5 Z � N � W o co N Co O N 00 LjN W chi rn Z Z 3 w z N d z 0 a AE" Pur)) o r� zm ASF �o Ld J z LLj z X ^) z O W y�c Pli zAozN CA <V) 0z x.� } Uz o3 O U� �--� 0 W w w r DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10ERC PROJECT NO. 22881-10 C6 E o v a nyE oo W 0 o c o a d y g000 Scc c a « o U �o� ._oE�^d��c7 w C C C J o - T J U so 00 a� °' m va'o,o ui aai - N as O W VI D z 0 a AE" Pur)) o r� zm ASF �o Ld J z LLj z X ^) z O W y�c Pli zAozN CA <V) 0z x.� } Uz o3 O U� �--� 0 W w w r DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10ERC PROJECT NO. 22881-10 C6 It r ti I m{ C; v J A i -- ��_l r J t / / wo I t I ! If it rerf . ✓ "1 4 1 I i r t ! it / � I "`f' SCALE IN FEET f ! f l I rf // 1 _ 1r' 1 /;lt 0 30 60 90 f I t l 1 r I } ! l I 1 inch = 30 feet PUI` ni I } I t t v v BENCHMARK It 1\ v \ TOP OF IRON PIPE AT SOUTHWEST CORNER / / f f /I I j v OF SAID OUTLOT B. ELEV. = 1007.80 FEET � `...-. I I r f / '/ I / / � f r `• .'i u i � _ " I - - - } } / � �! { x' , r } � / } '; ur o _- fi LOT 1 _,__��r _ _ I-- I,! 4 i \ � I � � �1 Sl 1 ' `^• t � � � r,. -' t ! 1 / i I r : "� n -`r-- Ex sTMH RIM 1009.90 INV (N/SE) 1001.50 ///A r f I J INV (SW) 1003.00 �,, r1 a f! CONSTRUCT CONCRETE **I ��F 'P.j TC i\ I I A t 1 t i ( i t f 1 / // % III t t! 1101o.a9 ■ E V °' m , 00 Cn H m 3 y Y O O A w M a' �a«ov 0 m a m w> � N� �"• N N� C J N M OW iy co T m J O Z Lr)�aNy'i o �Ny W Lj U C\2 ATOM L s � .-. td d a OWN N � N a m v ■ W = z a W LLJ o Z } U - o 3 x z' x o V♦ � co � pwq w W U rn Z v z VALLEY GUTTER ( n I CUR CONCRETE CUR / V I A f t / f I � I I 1 / j •a � ,/ ! x=--, '° � / xf ti', B &GUTTER , I I / i \ \ I I -...�_%� n ��- '.--��.I % r ,_ \� ff f f I / 11 / t �4 EX LI ! f j ( \ _ r _ - % f f I / / I/ {\/ f �N RIM 1011.49 a I l,' �✓ I Ld/ \ \ / l 1 1 -\ L_ L_ U fi v V Fl / I � I� I INV 989.2L4 2+74.12 / CONSTRUCT RIGHT f / 1010.00 { / /I / { I f : TURN LANE. MATCH „ " lEXISTING ASPHALT EX CBMH SECTION &CROSS{ RIM 1009.36/ INV 1003.27 �If ,,,._-..._._.\ v U�j „ - --" _ _ _ -�/.•.,.,i,.o e \ ti If/� i ,. / / / t f tl l 4 (f I Gly i1 II 1{{ t / ( fIIl I \1/ I ,�I,,, , 5., , a•„I fr S LOP/E/. EX FES INV 1003.70 iDISP O� SW REMOVE AND E OFF-SITEt6 GS Tc 1010.510. \/I / 1gtot i`� .TC .�. 1011.93 / / (�' /,. { { f I 4 1 ®•,v ®s .r ,, I ./ ,,,,. I i I t:.. ....,.r. � GS GS"1010.5 / f �. t J I y ---_/ - 1 1 } 1 r. •L2iotos Gs 1m1.o6 1010.5 •.. � 4 1 � 1 N , X \ REAPGS 0Q 4 �-- - 1010.5 --- r 7.4 i � v I � �� 1 � �::• �� l i / / / ,x � i I logos 1Q10 �i 4 vv 1G� / o f --L (--' � � .- - f f - ��- >-- f _ _f �, I � "_' - _ � l l ,, �/ r . / .•-a 61fi� �E �> /f I f/ hoo . / /// cs v Gs / f d { O1010.5 f Gs 1010.5 i ex CBM !'RIM 10 4 25 I _-- 10109 - e., f II ( 16 ! o GS I "rr . / - ( ( I I (`t` > s.,. „mak y 1010.5 .. /' INV (E 1CI06. 2.00 / r' / wv NW f B I 1 i I `�, o �.•�.� ,. / > od9.os yv v I I r / I t o2.00%Gs(/ 1 L_- { �! I I E / i t I - -- _ / { { I I ! 1 I cs ' 1010.0 f L _ -�--_ { I { toto.5 1010 12-� 1014 7 _� 1019 L - �xr _ o I l / _--- -v - r -�� v v tv � v o� -_~ i I 1� �-�1 s / / \ / /I y I t 1 ,, // .. Tc V. TC � / t 1. I �� X1020.29 C / / 101&49'.'.. 1+29.42 v, z~ I 1 ` 1 i 1 I '- /- -ems. ""•'' // / l / ' I I /. 1020.11Cz I Tc ,x' / EX CBMH V / r / / / 7019. CC 1019.68 I / RIM 020.42 i I I A �. A j V \ DE e e e r / 1 t I I $ 0� 83 TC REMOVE AND DISPOSE x / i ��,''//,,,}} ` 1019.73 OFF-SITE h✓'( RIM 1020.89. �� i� S 1 l! V } t 4 / % / 1 I I I I �o / / EX TMH Tc '9•ao o / 1020.29 1,0p / ` � EX AE r 0+36.83 / r ; EX CBMH 101918 � � �-� c �,r`' RIM 1022.13 t f i ) I I t / Tc / 1 I A t I \0, 6� N A \ / f / r / l I I d f j' / 1019.62 � �; RIM io22�x- ~��6� �� `l j\ \� ` I f / I I J t l t \ f I REMOVE AND DISPOSE If t { � OFF-SITE LOT, If t � � �� ' � z It A- ! A 4.4j \ \ 1 V A A \ \ V I ( I I 1 /� l_ � L --I 0 V \ V i \ A \ } 1 1 1 } ! t ! ! I 1 / t f a / / / _RiM X22.21 Ex z I V \ \ 1 \ 1 \ t i d } I / I / / / Q/ / .. R(M 1021 � -" .89 � t f l l ; ,7 E BMH 1020.46 TO --___ N I �� \� vv \ V �� \� t 1 i t i V \ ll I I /� 1 1 // I/ j }! // / II fir' I t t \ I / f f t A v s I t 1 i i 1 I I ! i i I I ( / t / -� 1 t .I ,{ 1 I / / ✓ / / , f - DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10G PROJECT NO. 22881-10 C7 E °' m , 00 H m 3 y Y O O A w a' �a«ov 0 m a m , N� �"• N N� C J o M OW iy i --I T m J O Z Lr)�aNy'i V 0 0 mw TN �Ny W Lj U C\2 ATOM L w td d a OWN o� � DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10G PROJECT NO. 22881-10 C7 H a A w U) �-y o A0 OW iy i --I _j Z Lr)�aNy'i W �Ny W Lj U C\2 ATOM w Z W o� W M N a W 5 = z a W 0 } o 3 x z' x � w z pwq w DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10G PROJECT NO. 22881-10 C7 II Sf (i w 1 AuP , E\ r ; J i f r/�/''^�17 V / J 141,/ f if j LOT 1 / j fw A��- !j t I fffa rt �J C I %1 i ti i� I �r \7 /I �f I/ 1 !! Jt !f // �' fl 247 v fi y r �_ J ;' 91f [j ~- - - -_ - - -- , � � \ J / �! I J J I I ! j / I J f / "[.✓�'�. � � s `, r \ 7 / 2401 /� y 03s f: 33xe ti f ! 44 ° ; i 42 , 38Ile V-1031 i --- -----------%,42- 28 t jp` 0} i� / --� � � _ � 7e37 re - _ / I _ B L ` CIS, �I�- ; �� 11„0 788 7845 ( r � 7834 7831. I r - %� - _ ✓ 7%��Xii 1 i832' - - E l f moi' , Ir � // !/ / l i� 11 t 17058 J --__-- --- t 17a56 J! f mesa - 7- - /- r i/ I /17153 %%/�J T (17855!�r'li f ` 41 1 I 117P54 // / ✓ ! �... f 7827 17824 i- 7822 1782 s s if 7821' h1� 7820 q nese '1 LOT 44,1 17842 / -_j /78414 ANN, TREE PRESERVATION LOT 1, BLOCK 1 ENCORE SENIOR LIVING BEEHIVE HOME 2ND ADDITION April 3, 2015 TREE TAG NUMBER ELEVATION TREE TYPE a' W O K w o w ai w 0 rc I w of O Lu C' w Ih O w w Q N 0 i o W w 0 i N w U) w 0 0 i w w � w LL 0 0 i 217 999.13 ASH 10 9 X 1 0 0 0 228 Nq LOCUST 22 - X Z C4 0 1 0 0 229 1008.18 BOXELDER 26 in x O rn 00 1 0 1 0 i 230 1008.08 ASH 16 cn m X Y � 1 / 0 231 1013.15 BOXELDER 31 x X jjj ` t 0 \) 1005.17 BOXELDER 10 X o 0 1 0 0 239 1010.37 BOXELDER 30 TREE PRESERVATION LOT 1, BLOCK 1 ENCORE SENIOR LIVING BEEHIVE HOME 2ND ADDITION April 3, 2015 TREE TAG NUMBER ELEVATION TREE TYPE a' W O K w o w ai w 0 rc I w of O Lu C' w Ih O w w Q N 0 i o W w 0 i N w U) w 0 0 i w w � w LL 0 0 i 217 999.13 ASH 10 9 X 1 0 0 0 228 1013.13 LOCUST 22 - X Z C4 0 1 0 0 229 1008.18 BOXELDER 26 in x O rn 00 0 1 0 0 230 1008.08 ASH 16 cn m X 0 1 0 0 231 1013.15 BOXELDER 31 x X 0 1 0 0 238 1005.17 BOXELDER 10 X o 0 1 0 0 239 1010.37 BOXELDER 30 X 00 1 0 0 0 240 1010.24 BOXELDER 20 x Z 1 0 0 0 241 1011.68 ELM 20 C-4 0- x 0 1 0 0 242 1012.11 BOXELDER 18 x 0 1 0 0 243 1010.08 BOXELDER 14 x 0 1 0 0 244 1008.25 BOXELDER 16 X 1 0 0 0 245 1009.71 BOXELDER 11 x 1 0 0 0 246 1007.09 BOXELDER 11 X 1 0 1 0 1 0 247 1008.21 BOXELDER 12 X 1 0 0 0 248 1008.46 ELM 10 X 1 0 0 0 17820 1021.7 KENTUCKY COFFEE 15 X 0 0 0 1 17821 1021.65 FINE 16 X 0 0 0 1 17822 1020.83 ASH 12 X 0 0 0 1 17823 1020.66 LOCUST 18 X 0 0 0 1 17824 1020.03 LOCUST 12 x 0 0 1 0 17827 1020.78 ASH 17 X 0 0 0 1 17828 1020.23 GINKO 13 X 1 0 0 0 17829 1015.53 ASH 13 X 0 0 1 0 17830 1019.66 BASSWOOD 19 X 0 0 1 0 17831 1017.85 GINKO 11 X 1 0 0 0 17832 1019.11 BIRCH 10 8 X 1 0 0 0 17833 1019.35 BASSWOOD 27 X 0 0 1 0 17834 1018.69 BASSWOOD 18 X 0 0 1 0 17835 1015.44 BUTTERNUT 17 X 0 0 1 0 17836 1011.49 ELM 12 X 0 0 1 0 17837 1013.7 BOXELDER 30 X 0 0 1 0 17838 1013.45 ASH 29 22 X 0 0 1 0 17839 1021.64 KENTUCKY COFFEE 14 X 0 0 1 0 17840 1020.76 BIRCH 13 X 0 0 1 0 17841 1022.5 ASH 14 X 0 0 1 0 17842 1022.41 BASSWOOD 13 X 0 0 1 0 17843 1022.69 BIRCH 11 X 0 0 1 0 17844 1013.28 BASSWOOD 16 X 0 0 1 0 17845 1012.73 ELM 24 X 1 0 O 0 17846 1010.73 BOXELDER 23 X 0 0 1 0 17847 1010.48 BOXELDER 16 x 0 0 1 0 17848 1008.12 ELM 10 X 0 0 1 0 17849 1005.14 BOXELDER 11 X 0 0 1 0 17850 1004.09 BOXELDER 16 x 0 0 1 0 17851 1007.26 ELM 9 x 0 0 1 0 17852 1000.52 BOXELDER 14 14 X 0 0 1 0 17853 1003.23 ELM 10 X 0 0 1 0 17854 1009.62 ASH 14 X 0 0 1 0 17855 1012.91 BASSWOOD 18 x 0 0 1 0 17856 1012.79 ASH 12 x 0 0 1 0 17857 1014.44 BASSVV00D 22 x 0 0 1 0 17858 1009.3 ELM 11 x 0 0 1 0 17859 1009.03 ELM 12 X 0 0 1 0 17860 1008.42 BOXELDER 13 X 1 0 0 0 17861 1010.62 BOXELDER 13 X 1 0 0 0 17862 1017.64 BOXELDER 15 x 0 0 1 0 17863 1019.36 MLNUT 21 X C 0 1 0 14 1 8 37 5 TOTAL NUMBER OF TREES 58 NUMBER OF TREES SAVED 14 NUMBER OF TREES REMOVED 8 NUMBER OF TREES OFFSITE SAVED 31 NUMBER OF TREES OFFSITE REMOVED 5 EXISTING TREES TO BE SAVED EXISTING TREES TO BE REMOVED s J EXISTING OFFSITE TREES TO BE SAVED X EXISTING OFFSITE TREES TO BE REMOVED SCALE IN FEET 0 30 60 1 inch = 30 feet F'II] BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E m O a c « - w 00 aoEoco a o L3v",Aq 0-' M woEgm�.� w n N T N m C J UY� M - CK Z C4 w N in S O rn 00 N cn m w x V r W o N U7 � I 00 wU rn Z � w Z C-4 0- O H H A a zir) Z Z 0 0 A0 o 1""1 N J Z W O LLIX w'^ LL, Q a W WN� x U w W l - E -4 09 w z= _ w o Pq W Pq DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10TP PROJECT NO. 22881-10 C8 E m O a c « - w 00 aoEoco a o L3v",Aq 0-' woEgm�.� ,n N T N m C J UY� M w N in O H H A a zir) Z Z 0 0 A0 o 1""1 N J Z W O LLIX w'^ LL, Q a W WN� x U w W l - E -4 09 w z= _ w o Pq W Pq DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10TP PROJECT NO. 22881-10 C8 01 ui ✓ , 111 , ti II , 11 lu 6„ PVC iiI l l l~ iiI l l ///. l ilii \ 2' fl III 111 , 1 I I �11 , III 11/ U ,1 \ I LOT 1 �r EX STMH SCALE IN FEET I 90 RIM 1009.90 0 30 60 �7>n INV (NESE) 1001.501 INV (SW) 1003.00 I ip }' 1 1'111 111 1 inch = 30 feet / / a 1 BENCHMARK �) F_ F_ F� ^ n �> /� I I n �> F1 [> I /� r- I w EX SSMH I1 , / �{ T RIM 1011.49 LLJ TOP OF IRON PIPE AT SOUTHWEST CORNER U r I INV _jOF SAID OUTLOT B. ELEV. = 1007.80 FEET I EX CBMH RIM 1009.36 / NV 1003.27 I' h a r? EX FES CORE INTO & CONNECT NV 1003 70 TO EX SSMH WITH " KOR-N-SEAL GASKET J INV 989.24 0 I I r I II = _ / ':r. 1•. +�� -., r 26'-12 HDPE O 0.50X CBMH 100 .•ice c, .: r ,x I Y':;i'r�.: '?„•�.'... RE 1007.40 --I �¢ `'_-_ 'CB 7 ;' t'::'+.; ': ':", +:1 • INV 12" 1003.90 STA=2+16 0 I / INV 15" 1003.70 =,RE 1010.68 / LD 3.70' h INV 12" D 3. 1007.� 18 'i: ;7•' •BL / /11 r.:. . 1 1 \ 78'-8" PVC SDR 35 O 0.50% ------- ---- 24'-12 HDPE O 13.12X o & CONNECT TO EX 8 - - - - - - - r a REMOVE EX 8" PLUG CBMH 101 WATERMAIN. i I I STA=2+16 � ,• .•,•, /� CONTRACTOR TO VERIFY RE 1010.68 36'-6" PVC SD 26 LOCATION & ELEVATION. INV 12" 1007.05 A 34.72 �'• INV 12" 1007.05 RELOCATE EXISTING _ -I -- - - BLD 3.63' FIRE HYDRANT / .' / aha - - P" WYE GRD ELEV=1012.0 INV. 1002.00 8"x6 6" DIP PLUG NV 98 d / ✓ B"x6" TEE " ' 44-6DIP CL 5 I I 8" GATE VALVE / ... i / EX CBM '. o � / RIM 10 4.2� 8"-22 1/2" BEND / INV (E 1010"9�.93 / INV (NW) hUen9.06 / I, I ✓ SSMH 1 DROP / _---BLOCK _ ____ __ 1 STA=1+2D , _ RE 1012.35 / I- �� INV 1000.55 INV 989.63 r,r ---------- ----- - / N hQ. F.72' Q EX CBMH / / SSMH 2 Q X \ RE 10109.83 I INV 1007.83 42'-8" PVC SDR 35 O 0.40% INV 1007.83 I 8" PPLUG .... BLD 2.00' INV 1008.00 ❑ ��EX / // \ ti...• �/ / {/ / ' 11; / RIM C BMH 020.42 , EX TMH �Iti / RIM 1020.89 INSTALL FIRE HYDRANT \\ / \ `"\\ / J/ EXCBMH WITH 6" GV & 8"x 6" REDUCER RIM 1022.13 GRD ELEV=1020.8 \ \ a 1 / , 8-90° BEND m / / 13 EX CBMH " V , / / / / _ RIM 1022.32 LOT 2 441/ I j /mow / I EX CBMH 4z / RIM 1022.21 M 1021.89 R89 RX/CBMH46 11 /U '/; - - - - - - - - 4 ! ! ---- DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 E V O m C N I_I n o o me 0 2 3 O L U m m M A 0 0 OU Fj z" s m 0 Qi L0 O U m � z � wmE _myw`m�c5 i.- .n Z N M a0 m Co U 0 0 > m O O \ s n C00 w to = CN W E-4 '- m CF) W LLJ x Q to z v r Z N _ �I LLJ o CO) W cV CO /� v I o V� N � ao � N E W U v /� Z 3 L: j V Z a - DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 E O m C m- i E I_I n o o me 0 2 3 O L U m m A 0 0 OU Fj z" s m 0 Qi O U m � z � wmE _myw`m�c5 i.- .n u c T N m c C J v L o M a0 m U 0 0 > m m o a O LLI m my rnm w to to to in DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 O I_I H A Fj z" Qi � z � A i.- 1�-j1 � o O Z J W U O LLI 0 to to W W E-4 '- LLI W Q Oz x Q to z o w _ �I rZ W In W W GQ DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 I A F1 J�: CJI\�FI \� ----------------------- _ _ ------- F- - ,,-,..BLOCK ___BL0CK 1 I/ /I / / / / / / / / / u/ ! 1 ' I w / Ill I / l I I / / I 33.5• / / / // / / / // N • l / I l l l// / /aN, I„ /i — R3.00' .6'39 PROPICRED 10' ASPHALT TRAIL 0 / rn 0 500• PROPOSED TURN LANE " 12 12.00, / 4 Op• l / / „r ,N CONSTRUCT I / PEDESTRIAN 15.00' / S R25.00' R25.00' 44j- 1.5" BIT. WEARING COURSE TYPE LVWE35030B 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW35030B 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION M. CK W TYPICAL PARKING SPACE STRIPING PROVIDED PARKING STALLS: TOTAL PARKING STALLS PROVIDED - 9 STALLS NOTES 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. B612 CONCRETE CURB & GUTTER (TYP.). SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF LIP OF # OUTLOT B. ELEV. = 1007.80 FEET a o o co a ;vro H I SOLO �3 o d H v4 4 ur4E tea« o� 9.d o v z" w E _ p E y 0� d c w m C Uo� m M TYPICAL PARKING SPACE STRIPING PROVIDED PARKING STALLS: TOTAL PARKING STALLS PROVIDED - 9 STALLS NOTES 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. B612 CONCRETE CURB & GUTTER (TYP.). SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ CD M W Ln z CV 00 + o � N InLdXd W z N L¢L C. _ W N o coN CO \ � I N u:00 E W V Lo Ccz W � a DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10PAV PROJECT NO. 22881-10 C10 E m � p — w E a o o co a ;vro H 0 �3 o d H tea« o� A z" w E _ p E y 0� d c w m C Uo� M Aac o� � o Z W 1�� F I rrx m y N 9 P p �z Z pw DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10PAV PROJECT NO. 22881-10 C10 O H H A z" Aac o� � o Z W 1�� F I rrx w U �z Z pw .�z� Z Li A � � L M N ILLIV<) N U Z W } Q 3 a z� � W F+i DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-10PAV PROJECT NO. 22881-10 C10 will STANDARD GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 7. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. B. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'±. 9. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.30'±. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79C "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK', PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 10. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 11. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 12. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 10.1' FOR STREETS AND ±0.30' FOR LANDSCAPED/OPEN AREAS. SPECIFIC GRADING GRADING NOBS: 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL ON MARCH 30, 2015. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO ± ONE HALF THE CONTOUR INTERVAL GENERAL UTILITY CONSTRUCTION NOTES.- 1. OTES: 1. SPECIFICATIONS, THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHANHASSEN. MINNESOTA 2. EXISTINO FAQWTIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OEIERMINE THE LOCATION OF ALL EXISTING U71UTIES BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEVER, WATERMAN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FACILITES THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PROVIDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES DOSTNG PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION RAS COMMENCED. IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL IE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR RESPONSRI TIES, THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEVER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CIN WATER SUPPLY. THE CIN ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR M COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT OVEN TO THE ENGINEER. CIN STREETS THAT ARE UTIUM) FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION STE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF 1IE SITE IN ORDER TO PREVENT EROSION AND SLING OF ON-SITE AND OFF-STE AREAS THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES BBW, DEBRIS BASINS. FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BID ITEM ON THE BID FORM. ANY TEMPORARY DITCHING, CULVERTS, HAY BASS AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE: CONTRACTOR'S EXPENSE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SISDIVISION OF LAND. IT SHALL BE THE !RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE 'GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 46 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITES METRO AREA OR TOLL FREE 1-800-242-8511). 4. COMPACM DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET CROSS SECTION AND THE PAD AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION. WITHIN THE UPPER 3 FET OF STREET SUBGRADE THE: CONTRACTOR SHALL INSURE THAT ALL SOLS BE NOT MORE THAN ONE PERCENTAGE PONT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT COMPACTION TO A MINIMUM OF 100 % OF STANDARD PROCTOR DENSITY (AASHTO T-1110) BE PROVIDED. WITHIN UTILITY TRENCHES IN OPEN SPACE AREAS ((PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBCRAOF THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOLS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TENCHES SNAIL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF *Q3' N OPEN SPACE AREAS AND t 0.7' WITHIN STREET RIGHT OF WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD W HCH UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. THE OMER SHAI N BEAR AL. COSTS OF THE T6TING. ANY AREAS WHICH FAIT TO MEET THE COMPACTION RFOUIEXIFNTS Mill IMM IN THIS SECTION CNAI I RF CORRECTED AT THE ONTRACTOR' EXPENSE AlI COSTS FOR ANY RF -TESTI. L9QCL61ED WITH ANY CORRECTIVE WORK SHALL AT THE EXPENSE OF THE CONTRACTOR, MOM t Sha, of back of butlzr may wry oe long as Pountl against fMm undisturbed earth. 2 Dimenaan CI.C2.C3 should ba large enough to oda angle O,eWd to or larger inan 45. 3. Dhmenelon A1,AZA3 Mould be av largo ss paxbly thaut interfedng with MJ bolts 4. B = 45' Mlnknum. 5. Place polyethylene between wrareb & pips. 6. All bends & Filings Mall be reelraenedwith rMagduge thro5! trointe equal B- PWI 90' BENDS PUN 45' BENDS BUTTRESS DIMENSIONS velrM 1 Mh e - s. PIPE 22 1/2' BEND 45' BEND 90' BEND/IEE SIZE B1 Of 82 D2 83 DS B' 1'-s' 1'-s' V-5' V-5' Y-1' 1'-6" a' 1'-5" 7'-s' 2'-1' v-6" 2'-6• 2-0' 72' 1'-f0' 1'-1D' 3'-4' T 2'-0' 4'-9" Y-6' 16' 2r -OP 2'-0' 3'-10' 3'-0' e' -Y S'-6' 20' 3'-8' 2'-8' 5'-8' 3'-4' 8'-4• 4'-0' 24• 4'-4• X-0' W-10' S-1 9'-8" 3'-0' 30' 9'-S B'-0' 17-0 0'-0' B- PWI 90' BENDS PUN 45' BENDS IN, velrM 1 Mh e - s. CONCRETE SHALL BE ed I Natural Ground to plPs IN CONTACT PATH''" A RAAE a A_ao rirroN As NM1L 6 r a en. wwuID Yr OO Ov Oe Ov .�',^0OO THIS QUADRANT .aI , A_4 OF PIPE1. :,'Y:' rWxs r xE�Iormm�rMua�arnR'['vuar." urclsllAas ®ala NAIBRAL Si]:TION A -A PLAN 22 1/2' BENDS 1 =exnnrruA loom x uer. Lvowc .Sam m,..oe ss -i rpwve,iA® rW"aMMS ;awrIm.HNxysNV.x:sgien.ujs ,GmEiIrlvYw CONCRETE 00. \'.` ieW.� �Ma.�° fvWs V�sail iwen '`�rmyr.ur1quw®¢m To !m.ums THRUST I"0c .Y HnOm AermQGs BLOCKING REMSED:2-0B ELEVATION ENGINEERING DEPARTMENT PINE tD.: 10071 i. -I 'I IN, .:d Ov e0 7.5' Minimum Dow rewired ed I Natural Ground to plPs OO OO OO OO C nOv Ov A RAAE a A_ao rirroN As NM1L 6 r a en. wwuID Yr OO Ov Oe Ov .�',^0OO j .aI RAN S/nD�ae o2es rel aie."Y. IS r LLSa1NlC WMBaWL aI.Qr®mTa! rWxs r xE�Iormm�rMua�arnR'['vuar." SECTION A -A rmem 1 =exnnrruA loom x uer. Lvowc .Sam m,..oe ss -i rpwve,iA® rW"aMMS ;awrIm.HNxysNV.x:sgien.ujs ,GmEiIrlvYw _ ;< w�y.er.n,. Busy 00. \'.` ieW.� �Ma.�° fvWs V�sail iwen '`�rmyr.ur1quw®¢m To !m.ums Del .Am Mom mea Ar e,N s am I"0c .Y HnOm AermQGs C1IiOF of ELEVATION NOTES�ow.m. ris6' irKuavrm�xV eua.Y0iavr 'lwMnrie1w i. e. raY® ayr. aalu..l oWxxT�wwIw lM .m wxaM m.4D m'rr Aovx"Wmk tM.rK��,lm em EDrw �Re Hrw�m ®®.OolsraXa1reevv." .M.r.s ma sYY ou5r�ED®N. issxoSr.vr l l eui,en.+nEsml] aaWsa I. .9uel rww'�s o IYY�rSRM. ls N [Er sYI.x m.M, "• r�Nesnlr �mv,rMwrJs"mow�cu .w"xe wl er ®5 "O r,aFVa,xs.ils �wR"XiMreAwe� io mxE�u,r ma eaicua �'InW.Yaw YmaaIwasiMuNeWsr e vm�m'r"�'.Ml'. io�^eWw c z o v.syv:ea •1eeYrs• mTEuYsonxArW m..PEDESTRIAN 6 Adjust top to 7/4" below 6 amm CURB RAMP tLA REI®DOOEN9Np1anwmHvcfWA:sA'A/enTerN4vowmP Rm.awx�x NPARTMENT f.r No,2 L 1 1r�1.5" BIT. WEAR 1&I BARIRIE32 rH BIT BASE SEE DEATAIL 2109 CONCRETE NG RINGSRINGS SHALL BE SET ON A85 SEALANT OR APPROVED EQUALKCONOiETE 2Y NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE AOI DETAIL CASTING SHALL BE NEENAHi R-1842 M MCI4 309 MO SHALL INCUJOE SE1F SEALING ryA6Es TYPE UDS STAMPED SANITARY SEWER OR L STORM SEVER AS APPROPRIATE WITH 7N0 CONCEALED PICK HOLES ^ BIT. BASE OR BINDER MIN. (2-2•) ADJ. RINGS AND MAX. (3-4) ADJ. RINGS HDPE OR (1-2' RING WITH PRECAST CONCRETE MORTGR = O.2') ADJUSTING RINGS 1&1 BARRIER 27• 6' THICK CONCRETE SEE DEATAIL 2109 CaL1.AR BIT. BASE OR SINGER COURSE ADN. DETAIL NOTES - 1. ST CONCRETE ADJUSTING RINGS SHALL BE SEOOED WTH 1/4• TO 1/2• MORTAR. 2. HOPE AD.USTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EWA. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE F MANHOLE CASING AND ADJUSTING DETAIL IENSID: z-tt ENGINEERING DEPARTMENT 'M 211Q RILE NW E: P. 0 110 PROPOSED BUILDING SITE --SEim g�g R 8 I M a � M n 'NIM � 8 IS V� R. B as Q_g ffi K z 3 � a 4 N IN E 3IS 47 Wlw [ o `� i o w 6= > d "g b "< / Elea 9 3ddfl N i n ix 0 c ��sy3 a z Qv .y 0 9 n N FaXli s 6 a m Pad v U n z ci 'r<s n E �<3o5F y j 0080 a bed aP m < m 8.q - rPorQP z z d m� o - z 08 c Q � 8 RX F 1111 .J < HOW a4PLLW OdW�P <V _ } e ,31�Q <E Y m"Pa-Lam e �@� m �_� �;� a�ao �;v�g1� 1225 RID lost gg j �dm~S � "Buil 406 A tllg�W� �� (tf1OF TYPICAL CBllOW HYDRANT INSTALLATION FllE xAAE c PE6 toes ENGINEERING DEPARTMENT PIAE XO.. 1004 ®_m or r or �T SECTION A -A TRUNCATED DOME 1111aN RNIIL TAIC.IID PIKE MD pxpTN4 IIINa 9]. tt. MI6 pTrrl FORM ■■HORD PER REQUIRED (eN�oEsX �� OEQEE NUN NOTES: x Se6 b 7.r CORER Ov e0 7.5' Minimum Dow rewired ed I Natural Ground to plPs OO OO OO OO C nOv Ov A RAAE a A_ao rirroN As NM1L 6 r a en. wwuID Yr OO Ov Oe Ov .�',^0OO R M ew. Tor vola m x own. +oi wiw, "I� mr® a® anew ex Brawn m.T eo IwYom wen remS .' aw Vis, �Aarawcisl is Ia�PEaaiFiE a we INoses. Nos A urvr.E -fir IS r LLSa1NlC WMBaWL aI.Qr®mTa! me aA Y,VM eA•Wm N. e aY IN ML a ENVY OVARS,SAN,.L ItAm ♦ tlwer VMH N R]W MITA 1 =exnnrruA loom x uer. Lvowc .Sam m,..oe ss pr.r.L Io.le .w4ur. w. v. s•. a. ere _ ;< w�y.er.n,. Busy 00. 3 Del .Am Mom mea Ar e,N s am I"0c BrJwae C1IiOF 6' 2 DETECTABLE WARNING SURFACE �� 2 ®_m or r or �T SECTION A -A TRUNCATED DOME 1111aN RNIIL TAIC.IID PIKE MD pxpTN4 IIINa 9]. tt. MI6 pTrrl FORM ■■HORD PER REQUIRED (eN�oEsX �� OEQEE NUN NOTES: x Se6 b 7.r CORER Ryq 1( a IOlmn 7.5' Minimum Dow rewired ed I Natural Ground to plPs couseG �r croc xeev x v rmn NnavNwsa eon um A RAAE a A_ao rirroN As NM1L 6 r a en. wwuID Yr -SNF IWPt IAalb. E�1 els® AxtlleE POQ R M ew. Tor vola m x own. +oi wiw, "I� mr® a® anew ex Brawn m.T eo IwYom wen remS .' aw Vis, �Aarawcisl is Ia�PEaaiFiE a we INoses. Nos A urvr.E -fir r `err s. �waaiomMi meuse sem"e1e.� nm'erswws r LLSa1NlC WMBaWL aI.Qr®mTa! me aA Y,VM eA•Wm N. e aY IN ML a ENVY OVARS,SAN,.L ItAm ♦ tlwer VMH N R]W MITA 1 =exnnrruA loom x uer. Lvowc .Sam m,..oe ss pr.r.L Io.le .w4ur. w. v. s•. a. ere _ ;< w�y.er.n,. Busy am wen Yxvoum wN AAT.ar 3 Del .Am Mom mea Ar e,N s am sure. .rem vwA mwwr mMr.m roN�"'m remsa Owen a sues., .w a eMY 1N maA BrJwae C1IiOF 6' 2 DETECTABLE WARNING SURFACE �� 2 TRUNCATED DOMES RENacP: 5-+z ENGINEERING DEPARTMENT - wo, 5215A FllE NNIS 6: 21ST, Grad. 3 6 Use MNDOT 3149.2A - Gran lar Borrow Use Co..ININDFilter er g . urse Fater Agg. (PIPs Faundo8an Malerlol N �• :.Cees' _ sues• �. .: Required) The bottom of the trench Mal M Moped to IN the p band for d Irt 5011 of the ou Hae dianety Pipe DM. x 0.5 MIA. bio Denotes outside diameter of pipe NOTES: 1. When existing Roll conditions We not acceptable fed backfil and/or compacUm F the pipe zone. pipe beddIn, and bockNl Wall be used ce shown aborw. 2 A solls Wglncer w01 he rewired to determine the depth of the pipe foundation embedment material N needed. Pipe foundation m rtorlol Shall be accordance with MNDOT 3149.2H course filter aggregate. QITOF PIPE BEDDING �m IN POOR SOILS REWSEl 10 ENGINEERING DEPARTMENT FIE NAMED 22m 22D1 R/W SETBACK LINE r6' TOPSOIL rr -FINISHED GRADING GRADE �V SELECT BAC157L BACKFILL UNSUITABLE � 1 MATERIAL 1 SUB -GRADE CORRECTION LIMITS NON -SELECT BACKFILL MATERIAL SUITABLE MATERIAL BOTTOM OF LINS (TABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF SELECT MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL VAI np 1B•X18•X8' Concrete Block > iff9 TYPICAL GATE VALVE �= AND BOX INSTALLATION rEVISEu 2-w RATE w.: ENGINEERING DEPARTMENT 1006 FllE NAw.G C SPECS 1W9 i VARIABLE Z a 1 2 PER FT. SLOPE OWARD ROADWAY CURB TOPSOIL TYPICAL 3" MNDOT 2350 LVWE450308 8• CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE PER SGL ENGINEER BOBS 1. SHMIDERS TO BE BACKFlLLID AND RESTORED WITH 3' OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEMRGPER SHALL SUPPLY A 2 YEAR la= MAINTENANCE BOND UPON UN ACCEPTANCE 15 SPECIFICATIONS ME MINIMUMN REQUIREMENTS. ADDITIONAL OESM 3. M HE SPEC W T$ / MAY 8E REQUIRED DEPENDING ON EXISTING SUB -GRADE SGL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK GIRT, OR ORGANIC SOILS ALLOWED. OIlTOP BITUMINOUS TRAIL "flI�' t -1O ENGINEERING DEPARTMENT PINE H0" 5216 PIIF NAME Q�ENG�ECS 15218 CunpaMed Normal FIII Materltl, Comyyacfed to g5% or the Standutl DROP UD 7.r CORER I 7.5' Minimum Dow rewired ed I Natural Ground to plPs NOTES. 1. When exlatIng soil aon".. are not acceptable for backfill ..d/or compadlon No. BBBD detail plate 2201. aW fop of water maFl. foundation embedment material If needed. Pipe foundation material Mall Mudier No. H-10361 Least 50% of the Outside Diameter. �� Bibby-Ste-Crobl No. 8-51150 Provide Vdw Stem Rbere �n I° ENGINEERING DEPARTMENT n.VTE xQ. 2202 PILE WOE: a C 9'E6 To Within •" Of The Surface 2 3 8 18 1 If The Met... From 8 17 6' 2 5 The Tap Nut Of The www To 26 2 5 11 25 The Surface la Gnoter Than 8'. 4 11 25 Grad. 3 6 15 TOP 3 6 15 33 Adjust top to 7/4" below 6 Ttl11ar No. 6860 26• 9 grade. Box to be set to 50 Mutller No. H-10361 26• 4 provide 12' of adjustment 20 46 Bibby-Ste-Cro& N. VH502 2Y 29 35 41 50 65 ND 95 117 5 7 8 10 11 14 16 20 27 63 34 77 40 92 48 113 5 6 8 9 11 13 16 18 er No. 6860 36" 12 24 59 138 ud orNo. H-10757 23 EXTENSION 11 22 54 129 Bibby -Ste -Cron 8-5001 13 Ther No. 58 14' 13 Cate vow boxG type. 65 153 12 No. 39 18' 48" _,screw 3 pian 5 1/4 shaft, size 31 75 No. 50 24• 30 G edx. T-6 extended, 14 Mueller N. 58 14" /5 round baso No. 59 20' Bibby -Sts -Cron VB520 No. 57 9" Gate Vow Adapter: 1/4' VS521 N. 58 14' Stell WIN Pmt.thns V8522 No. 59 20' 1.nt9. 1 R ubber YS523 N. 60 26' G Between The Gat* Vales And BOTTOM Got. Vdw Adapter Tiler No. 6860 65' Mueller Na. H-10361 65' Mueller or American Bibby -Ste -Groh No. VB51a fSo. now Control eo Reeniant wedge vdw Confonnhg to AWWA Vdw and Box to be C-515-80 Standards plastic wropped Per With NI Stainless BASE sea 2.03° Steel Nub & Oct.. VAI np 1B•X18•X8' Concrete Block > iff9 TYPICAL GATE VALVE �= AND BOX INSTALLATION rEVISEu 2-w RATE w.: ENGINEERING DEPARTMENT 1006 FllE NAw.G C SPECS 1W9 i VARIABLE Z a 1 2 PER FT. SLOPE OWARD ROADWAY CURB TOPSOIL TYPICAL 3" MNDOT 2350 LVWE450308 8• CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE PER SGL ENGINEER BOBS 1. SHMIDERS TO BE BACKFlLLID AND RESTORED WITH 3' OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEMRGPER SHALL SUPPLY A 2 YEAR la= MAINTENANCE BOND UPON UN ACCEPTANCE 15 SPECIFICATIONS ME MINIMUMN REQUIREMENTS. ADDITIONAL OESM 3. M HE SPEC W T$ / MAY 8E REQUIRED DEPENDING ON EXISTING SUB -GRADE SGL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK GIRT, OR ORGANIC SOILS ALLOWED. OIlTOP BITUMINOUS TRAIL "flI�' t -1O ENGINEERING DEPARTMENT PINE H0" 5216 PIIF NAME Q�ENG�ECS 15218 CunpaMed Normal FIII Materltl, Comyyacfed to g5% or the Standutl Proata Density 7.r CORER I > ed I Natural Ground to plPs NOTES. 1. When exlatIng soil aon".. are not acceptable for backfill ..d/or compadlon In the pipe zone pipe bedding and backHl Well be used as shown on detail plate 2201. 2 A wile engineer wnl be rewired to debrtnine the depth of the pipe foundation embedment material If needed. Pipe foundation material Mall be accordance with MNDOT 3149.2H coupe filter oggregote. I The Soft. of Ne Trench Shall be Shaped to Fit the Pipe Band fed at Least 50% of the Outside Diameter. �� PIPE BEDDING IN GOOD SOILS C91®II� RCP & DIP �n I° ENGINEERING DEPARTMENT n.VTE xQ. 2202 PILE WOE: a C 9'E6 ewcx (fn Hata: ..P5FTY.'!. c°IbIICTNTY SIRAPs To EE rM® enwNa MECFWC RCITe AND VEILED 1p WATFA MAN. HYDRANT LEADS LBOSSES •. IMECALUG c• BENDS � ues m W usm AT nib MECHANIC.]. a Vats. z AND TNRA NE1E swlx ]Now AIL WTE vNv6 AND H1DRMli S TIIRVET ILAG(NG AT M1 TEES BADS NO AT CFRrAIN NIDRNNIS 4. NL FITNGS NUTS AND WLIS SHALL W SPRAIFD USING A BIUMNmS DEAL TAR COAT SIIrRID BY THEG. SLEXPRI AGINSSTT UNDISTURBED 901M SLEE�£ Ht ff TYPICAL TWII�•,� MEGALUG I,eDB LOCATION DENO RDAGEm }p9 DATE 1D.: ENGINEERING DEPARTMENT 1009 FlIE I4lEG C E6 10] Manhole Casting and Adpeting Rhg (See Plate 2110) Provide 181 B msr an all Sanitary sewer manhole(see plate 2109) Manhole Step. Mail be Neenah R -1981J, 16' on center. Step. Shall be al Downstream Sid. Unless Pipe Diameter is 18' a Larger All pints In manhole to haw -Wring rubber gasket.. Infl-Mleld external Reale or al directed by the Engineer. A Maximum of 2 Short Manhole Risers to be Used DmNfly Below Cane Section Pipe W.11 be out out flush WIN Inside face of wall. -Ka-n-seal required. 1/2 of SECTION VIEW Scpad Y Toward the Invert Minimum thlo nsee of precast base ie 6' for 14' deep or Iowa, and Increases 10 In M1dmr for awry 4' or dopa, greater than 14'. 18.4 a -n -seal manhole W equal considered acceptable alternate. 2. AI deg houses Wall be grouted an molds and outside. 3. When the manhole W catch basin Structure ie constructed ou altle the v.W roadway a .100. post and Sign (MH) Mall be installed next to the monhale. QAOP STANDARD amM MANHOL0 EE �t2 ENGINEERING DEPARTMENT xa. 2101 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE 50% INCREASE ON ALL DEAD ENDS 20% INCREASE ON ALL BENDS THE TABLE WAS DEVELOPED ROOM CRITERIA IDENTIFIED IN THE 1992 EDITION OF -THRUST RESTRAINT DESIGN FOR DUCTILE IRON PPE', AS PUBUSHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION UIPRAX THE TABLE ASSUMES CYN -GRAN SOIL AND TYPE LAYING CONDI ONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOL OR LA71NG CONDITIONS ARE ENCWNTERED. MY Of RESTRAINED PIPE REQUIREMENT FOR DIP IEWIEaau ENGINEERING DEPARTMENT No 1011 FlF MAIEQ Ia1 II■■1 ■■■■■■ li�■� ��lt■■■■_ ©111MMMMM■ III11MMNEMM ■■Hie■■■■ ■111, a 1 iR. Y.1• Dlatmce to rid Variable 7.r CORER NEEENAH R-1342 ORATE OR 7.5' COYER N m 8.0' COVER SIZE 11 22C M 95 ENDO 225 45 90 END 225 45 90 END 4' 2 3 8 18 2 3 8 18 1 3 8 17 6' 2 5 12 26 2 5 11 25 2 4 11 25 B' 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 2D' 24" 30 6 7 8 10 12 15 17 21 29 35 41 50 65 ND 95 117 5 7 8 10 11 14 16 20 27 63 34 77 40 92 48 113 5 6 8 9 11 13 16 18 26 61 32 75 T 89 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 89 167 THE TABLE WAS DEVELOPED ROOM CRITERIA IDENTIFIED IN THE 1992 EDITION OF -THRUST RESTRAINT DESIGN FOR DUCTILE IRON PPE', AS PUBUSHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION UIPRAX THE TABLE ASSUMES CYN -GRAN SOIL AND TYPE LAYING CONDI ONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOL OR LA71NG CONDITIONS ARE ENCWNTERED. MY Of RESTRAINED PIPE REQUIREMENT FOR DIP IEWIEaau ENGINEERING DEPARTMENT No 1011 FlF MAIEQ Ia1 II■■1 ■■■■■■ li�■� ��lt■■■■_ ©111MMMMM■ III11MMNEMM ■■Hie■■■■ ■111, a 1 iR. Y.1• 1.5" BIT. WEARING COURSE TYPE LVWE350308 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW350308 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION CURB VARIES GRADING GRADE \1 Pint\ES 6'r TOPSOIL VARIES 1.0' HOLD DOWN SELECT MATERIAL VARIES FINISHED GRADE BUILDING PAD SECTION Dlatmce to rid Variable 1/2r NEEENAH R-1342 ORATE OR T Bituminous Material /z'r °p N m APPRM0 EQDL n 1 H U Z ADJUSTING RNR (2') �Y� �� f S'.�'.s1CF� f Si■ tii �■ � a + ♦ + # # # h # + a a # a a # + # # + a a a # Wl a (Tens) "TAR RINGSa T MrDUIE IEEE M1DOi ♦ ♦ ♦ ♦ # T Y ♦ ♦ + ♦ ♦ Embe lment f%�t!�1r16:71 SPED 2t M.ML SPED 'L50B.Tfl j.��.jil:yid:hlf.:.Lfil:Dfrf�i:Y #♦a♦1♦##♦♦a rktlgLa#♦a++ Material + ♦ + + ♦ a 2ON 31' NNE: ZYaA PONFORCNO ro CONSIST OF iZ�ST1it^Flr1�!'3■E7i®' ♦+♦♦a OWR $ A4 BARB AT r C.C. SON WAY. Ii1:E1lSZSI a♦++♦ a �s�ir.-ai�tm��■r>a■�li�■rrrl�rzsl ySR CO TO BE IES BUGT SECTOR Q! (KING SFAER BIACN / / / / / / FWndat" - /'1,• 701/2' Surmountable ReWTrod `see to Concato Curb on4 Buffer lei-0IST WAIN° AS SECURED -I •qc DW.t s outside diameter 4 4' LO CA 1/8'r / IE1ai �1�i��Ci�i�l■SII I�Ec+i�:.=.::n:l•�r� v �Trrc n.-'=srrcl�t'zr Famed 1.5" BIT. WEARING COURSE TYPE LVWE350308 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW350308 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION CURB VARIES GRADING GRADE \1 Pint\ES 6'r TOPSOIL VARIES 1.0' HOLD DOWN SELECT MATERIAL VARIES FINISHED GRADE BUILDING PAD SECTION Dlatmce to rid Variable 1/2r NEEENAH R-1342 ORATE OR T Bituminous Material /z'r °p N m APPRM0 EQDL n 1 H U Z ADJUSTING RNR (2') Cor,lpac[ed 6' Golan. to rid Variable Backfi l •� 4:'G •f• 1 f f f a1: e• MLK MAX. . _ wN +I4 MWrM eorwEEN 12• ♦ + + 4 ♦ ♦ ♦ l a + ♦ + # # # h # + a a # a a # + # # + a a a # Wl a (Tens) "TAR RINGSa T MrDUIE IEEE M1DOi ♦ ♦ ♦ ♦ # T Y ♦ ♦ + ♦ ♦ Embe lment ■IV� SPED 2t M.ML SPED 'L50B.Tfl sf #♦a♦1♦##♦♦a rktlgLa#♦a++ Material + ♦ + + ♦ a 2ON 31' NNE: ZYaA PONFORCNO ro CONSIST OF 18' Top BlWmfious Material ♦+♦♦a OWR $ A4 BARB AT r C.C. SON WAY. 0 a♦++♦ a \ ySR CO TO BE IES BUGT SECTOR Q! (KING SFAER BIACN / / / / / / FWndat" - /'1,• 701/2' Surmountable ReWTrod `see to Concato Curb on4 Buffer lei-0IST WAIN° AS SECURED -I •qc DW.t s outside diameter 4 4' LO CA 1/8'r / ., pipe Bltuml v as NNnlfaus Curb N Famed i Off OF TYPICAL CURB N _ r -T• EDA POURED PL1ASE Q M AND GUTTER REYI9ED 3 -lo _ Z PIECAS'C SERB 1. 1. A Sold Engineer willria be required fermise the of the pipe to N � Pie material accordance embedment material If needed. Pope foundatbn material andl be In oeeadance a 4E CAIN (2T DIA.) CIO with MNDOT 3149.41 course filter aggregate. 0= DESIGN SPECIAL 2 DESIGN 2 P.V.C..V.bedding Mail De MNDOT 3149.28 select borrow with 100[ ng a N Passing a 3/4' el*ve and lees than 10X passing ° NO. 200 dew. ,4 Ln L 1 1 PIPE BEDDING IM C�iII�IIFRi CATCH BASIN M�Ta�yffBEO9F@p� IIIIl1�1CD11 FOR P.V.C. PIPE 1� 1�®BI11tA 27" DIAMETER IEVBEn: a-10 ENGINEERING DEPARTMENT ISA>fi No 2203 RLMw6W:t-to ENGINEERING DEPARTMENT ;UTE xa.. 3103 nuE wAca 2vP FllE NAINE:Q DVC ECG ten 1.5" BIT. WEARING COURSE TYPE LVWE350308 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW350308 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION CURB VARIES GRADING GRADE \1 Pint\ES 6'r TOPSOIL VARIES 1.0' HOLD DOWN SELECT MATERIAL VARIES FINISHED GRADE BUILDING PAD SECTION '1/1 BARRIER* INNER MANHOLE RING SEAL AS MANUFACTURED OR PPROVED EQUKE AIV L FRAME AND COVER CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE 4 INFl-SHIOD EXTERNAL SEALS _ AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCATIONS M APPROVED EQUAL AS REQUIRED BY THE ENGINEER. 1. TRI 1. TRIM TOP OF SEAL TO 1' ABOVE TOP OF RINGS CASTING SHOULD NSLT REST RN SEAL I PLACE 'MASTIC' ON TOP OF CONE SECTION AN BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS H NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QfIOF & BARRIER t 10 ENGINEERING DEPARTMENT p ND" 2109 Kwe a: 2+ae 6" TOPSOIL ■ Dlatmce to rid Variable 1/2r I I 3r T Bituminous Material /z'r °p N m s ape 3 4" writ n V / H B' 18" MICOT 8616 Concrete Curb and Gutter 6' Golan. to rid Variable 1/2'r-\ 3"r 1/2'r Top Bituminous Material " 1„ lope k .. 3 4 eT MnDOT 8612 : . . .' •'' Can Curb and Gutter .,8. • ■IV� 12' Fv Use Only with Prlwle Orlveways, sf PQ W.g Lots• u Median.. 2ON 12'R 18' Top BlWmfious Material ■ OWR �o 0 {~y \ •,f7t �'1 /'1,• 701/2' Surmountable 1�1 Concato Curb on4 Buffer F -I N 4 4' LO CA 1/8'r / m Bltuml v as NNnlfaus Curb N Famed i Off OF TYPICAL CURB N Lam AND GUTTER REYI9ED 3 -lo _ Z ENGINEERING DEPARTMENT RADE MD.. 5203 FllE NwE:a x seta s2oa '1/1 BARRIER* INNER MANHOLE RING SEAL AS MANUFACTURED OR PPROVED EQUKE AIV L FRAME AND COVER CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE 4 INFl-SHIOD EXTERNAL SEALS _ AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCATIONS M APPROVED EQUAL AS REQUIRED BY THE ENGINEER. 1. TRI 1. TRIM TOP OF SEAL TO 1' ABOVE TOP OF RINGS CASTING SHOULD NSLT REST RN SEAL I PLACE 'MASTIC' ON TOP OF CONE SECTION AN BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS H NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QfIOF & BARRIER t 10 ENGINEERING DEPARTMENT p ND" 2109 Kwe a: 2+ae 6" TOPSOIL ■ O V / H 110 A s - z� ■IV� sf 5z Z M CO ■ N �o 0 �Gj \ CM DO W U 1�1 ff N O N m LO CA � M v ■ W -Wyk X Z N Lam �lNI _ Z •�1 Z N � L1J 4E � CIO 0= 1 5 cr- ,4 Ln L 1 1 V IM cc Z v . S W Z O rl J E ° n�E v. On_oo0 t 3,«•E m 0 V b O O CL N_ O O gX 0 r m O Cat++ N w 0 EJ^ ED0_C1 0 `m c to C T` C C U N W J N O a TN d O a U J C Y m O N v 0 0 L W 2V O W N LSI O H A s - z� 5z A~ �o �Gj N W �Nr W U 1�1 O LLI d' z� M WI- -Wyk V) v_ �lNI _ Z •�1 Vi x� 4E 0= 5 ~( M W rl DRAWN BY CJK DATE 4/14/15 REVISIONS CAD FILE 22881-1 OD PROJECT NO. 22881-10 Ch1 Q M1 LOCATION MAP NOT TO SCALE m D, LEGEND OEXISTING BUILDINGS DEXISTING ASPHALT SURFACE OEXISTING CONCRETE SURFACE 0 EXISTING TREES ------------------------------ EXISTING CURB -.----_1000-d------ EXISTING CONTOUR CIIY mYEN BEEHIVE HOME 2ND ADDITION JUN 0 5 2015 CHANHASSEN, MINNESOTAE� FINAL SITE C PLAN FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 _ Ir -1,1 r �: 1 INDEX TITLE SHEET C1 EXISTING CONDITIONS C2 / SITE INFORMATION C3 FINAL PLAT C3.1 I . PROPOSED DRAINAGE CONDITIONS C4 EROSION & SEDIMENT CONTROL DETAILS C5 EROSION & SEDIMENT CONTROL PLAN C6 FINAL GRADING & DRAINAGE PLAN C7 I 71 I r I. Polm / FINAL TREE PRESERVATION PLAN C8 FINAL UTILITY PLAN C9 CONCEPTUAL LOT 2 SANITARY EXHIBIT CP1 PAVING &DIMENSIONING PLAN C10 NU �$I if f Iif DETAIL SHEET C11 ' LOT 1 I t I Iv , I—� IAL_LU.�JIA��/�IAU4 0 ti 1 ,t izt J -- ---- -- -I --- -- p -� It-- F ,, ILOCK 1 a 1 ��> '�------ ----- R i l l r� i t /> /j �® /p `---------- - - it - ✓ t /,r �� , / / SCALE IN FEET 0 60 120 180 ¢---- 1 Inch = 60 feet i i iV ✓ LOT 2 I �,..•^i• /, i / "'tom._' j .� '� � ,r�`\ 1 '`\ r ��1 _l i i l � � -'` ' BENCHMARK // I i�q TOP OF IRON PIPE AT SOUTHWEST CORNER / \ \ I �/ OF SAID OUTLOT B. ELEV. = 1007.80 FEET �-- % •. It 8 1 t1 iii it ,-'� vv I It % l IMPERVIOUS COVERAGE It LOT 1, BLOCK 1 AREA 3.07 ACRES L_ -® 1__ _ r t i / / ;; / IMPERVIOUS AREA 1.03 ACRES It % % t' IMPERVIOUS COVERAGE 33.5% I LOT 2, BLOCK 1 AREA 5.49 ACRES L ---- /------------------- ---- ------------ ----------- -------- -------------------------- ------J It f _ IMPERVIOUS AREA 0.22 ACRES / r / IMPERVIOUS COVERAGE 4.0% I / GOPHER STATE ONE CALL -II EXISTING WATERMAIN PROJECT ENGINEER �o EXISTING SANITARY SEWER (952)-890-6044 >—� > EXISTING STORM SEWER a TYLER STEVENS - ENCORE SENIOR HOME CARE a (0) EXISTING OVERHEAD POWER CITY CONTACT: STEPHANIE SMITH LINE/POWER POLES (952) 227-1165 (0) 17 NPDES OFFICER: TYLER HASTINGS PROPOSED CONCRETE CURB (651)-757-2882 (0) ti a PROPOSED CONCRETE SURFACE � (0) FIFE 900.0 FINISHED FLOOR ELEVATION x 1000 PROPOSED CONTOUR 00 > 0 PROPOSED STORM SEWER 3 _ ,z00 M Z6 WL I I PROPOSED WATERMAIN I 00 PROPOSED SANITARY SEWER 00 .� N V x = H PROPOSED MnDOT CATEGORY 3 V) o EROSION CONTROL BLANKET z 3 Z a �/� LLI PROPOSED TEMPORARY ROCK o V♦ Iii CONSTRUCTION ENTRANCE a W � 00 y PROPOSED SILT FENCE i PROPOSED HEAVY-DUTY SILT FENCE m �� PROPOSED WIMCO-PRE GRADING CONSTRUCTION U v N n PROPOSED DITCH BLOCKING (MnDOT TYPE 3) w v -POST GRADING/UTILITY CONSTRUCTION O Zmm:o 0 CA a- /� PROPOSED REAR YARD INLET PROTECTION o -PRE GRADING CONSTRUCTION t i PROPOSED WIMCO-POST STORM SEWER CONSTRUCTION U F ,, ILOCK 1 a 1 ��> '�------ ----- R i l l r� i t /> /j �® /p `---------- - - it - ✓ t /,r �� , / / SCALE IN FEET 0 60 120 180 ¢---- 1 Inch = 60 feet i i iV ✓ LOT 2 I �,..•^i• /, i / "'tom._' j .� '� � ,r�`\ 1 '`\ r ��1 _l i i l � � -'` ' BENCHMARK // I i�q TOP OF IRON PIPE AT SOUTHWEST CORNER / \ \ I �/ OF SAID OUTLOT B. ELEV. = 1007.80 FEET �-- % •. It 8 1 t1 iii it ,-'� vv I It % l IMPERVIOUS COVERAGE It LOT 1, BLOCK 1 AREA 3.07 ACRES L_ -® 1__ _ r t i / / ;; / IMPERVIOUS AREA 1.03 ACRES It % % t' IMPERVIOUS COVERAGE 33.5% I LOT 2, BLOCK 1 AREA 5.49 ACRES L ---- /------------------- ---- ------------ ----------- -------- -------------------------- ------J It f _ IMPERVIOUS AREA 0.22 ACRES / r / IMPERVIOUS COVERAGE 4.0% I / GOPHER STATE ONE CALL z m CALL 48 HOURS BEFORE YOU DIG! PROJECT ENGINEER JOEL COOPER, P.E. - JAMES R. HILL, INC. (952)-890-6044 (0) TWIN CITY AREA 651-454-0022 DEVELOPER: TYLER STEVENS - ENCORE SENIOR HOME CARE (952)-426-1371 (0) MN, TOLL FREE 1-800-252-1166 CITY CONTACT: STEPHANIE SMITH - PROJECT ENGINEER (952) 227-1165 (0) 17 NPDES OFFICER: TYLER HASTINGS - MPCA (651)-757-2882 (0) COUNTY CONTACT: CHIP HENTGES - CARVER COUNTY SWCD (952) 393-1146 (0) z m a � O — V aoEoco a O d L m 3 �vmo a ami - o OO a A o c w p U O M wm _0E00`m M 17 L0 L.LJ in U O No- C m m L4n1 d'D O W V) x Z z 00 Q w _ ,z00 M Z6 WL N=� w N m� .� w x = H GC Wx o Z 3 Z N n �/� LLI o V♦ Iii W � 00 00 C14 �W mW 11 U v Z ccZ � w O Zmm:o CA z m a � O — V aoEoco a O d L m 3 �vmo a ami - o OO a A o c w p U o m wm _0E00`m 's 17 L0 � 0 J U O No- C m m L4n1 d'D O W V) z O A C'3 L0 � 5Z ASF, p4 0 V x Z z ^ x Q w M Z6 WL r, w N a V) 0z x = H r,� W r x�E- �} 3 z' Iii W � W mW 11 DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10TS PROJECT NO. 22881-10 C1 11 11 1 IICIL �r I i 1�' YI ,A� 1 I l I } tiJ i j 1 - `` SS �' I i I i vo oe �a� f 1/ C 1 1 r �• �O r �Ld Ll } t 1 _----- 1 1� f�L r Ln ° 7 j 4 I r W All it v7 wb If ai 10' j JJ ui J \ } \ } \ EXSTMH RIM 1009.90 INV (N/SE) 1001.50 Xx INV (SW) 1003.00it j Lir.-r r�A n�)�r�- /�r! / 111 I ! �f / ExssMH L 1 f , \ \ t �\I I A 1 I/ 1 RIM 1011.49 4q.' . ,a INV 989.24 �r t EX CBMH RIM 1009.36 �N aaa } t i —' —• ....,, .r -..... „ I/ l ',. .E ��,:.. INV 1003.27 <�� I 1 7 ! ' } { *,. "",\ L� '� ( / I '''r� INV 100370 z Lj 9-� 0 --,300p SY I i �-y -- ---- - -- / 261„ _ �- > / i 4 } 513.01 N89 33 49 E -- - �� ,la L I`A � / 1 4 5.41 -' S89033'49"WN�� ( - o t -iAl I I II � A, 4Q�! , ID o, jt I � I I I ,A / J \4 /I:� , / /� o� 4! I -,n I IIO/ -74lnjl� 1 1 Ibfjl /l ;;” n° l�1711 0 C\41 m' /I Vp LLL _ v v I 1444 / Ol- F\1 I L\- L4!! >' CD EX C MHRIM INVE) 12Q�9,93 to ` \ a \` /` °r ^. ✓ t 1 f f 1 t 1 �` A �-- -- -•. ._.._ —.. .n 1 / l �. l ;,%A EX"CBMH } �• A O� �� _ � �..' "� � l ; � D� l l / _, l ,AA,^ .-— — \ (__ \ } �} } } A V t t ! ( r,• ,- i- -_.. ./ •'" '' ./' t I j / / / �� / �,-/ Iii° EX CBMH \ \ } \ rIle/ j 1 / RIM 1020.42 \ I E 10M1 69/ `� \ i 1 } \ \ V \ A \ \ "i ✓ / ' O t t r I ! �/ / '' EX BMH / RIM 1022.13 l y \�1,`"`�/ ��-� 1I Il I ! ! ry \ V /b"V / / -_.-� /�'EX CBM '." ! +.,. „... A \ \ \ -a'24q `� 1 \ 1 i ✓ % 1 } t ..,i 'v' \ \ �Q/ 1 �i' Q / RIM 102 \o T 1 V o / / �. A I, / \ �� j V ♦ 4 / / / f / 1 1 I � l l 2� �'_- { W g o"_ v\\ t i Av v� e �� v t i ✓, f, 1 1 1� tt � e 1 t C) K — co \ \ 1 I 1 ✓ / i 1 t j /l l it ;m 10o p �\ ` \ \ \\ \\ \ \ V �\ \� 1 }} } I ( l l /1 l l� 11 I I {/ !1 i //' / tw / EX C9B2221 \ \ \ \ A \ \ \ V A } 1 / ( I �O / / �/ / � 4/ / _ -- Ess cece�, .__ Q��\\ \\\� ,4 I ; !� (��ll.'ll l C/)/`RIM 1021.a9 A '� / /� / \�' ,Aa l�E 102H /1. Q / i oZ 1 v \ \ \ \ ti All / 12Z / /tn ,. I .r �, / ! 660.04 S890,33'49 W v v t Q I l/ / !! 11 0111 tt ff t t !1 �� > PO �O �P PG' N SCALE IN FEET 0 40 80 1 inch = 40 feet 120 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ Lo E m V O a c T « a - w E Z a0 � o m In « ot� o 0 O 280ao �a«oma o zzz o M x� w0E00 0 - A'E C J W � 0 u°2aw=5o 0 I M r v 0 m 00 � � Z N ZD [fl .� N O o rn \ z00 U E N � m v • w In z o W Zo c5 0 x z o V♦ - `o V� N o w �CN z v z � w CD Z 0 - L DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 Lo E m O a c T « a - w E Z a0 a o o °c o a 3 o m In « �Z o 0 F, 280ao �a«oma o zzz o x� w0E00 0 - A'E C J �Z .n 0 u°2aw=5o 0 I M r v 0 m 00 �p NIZ U TC N d N N W V Oa O Y W to O L DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 A Z zLo O �Z A 0 F, �Q� o zzz o x� J �Z 0 I �p �Z O Q v = V)�Z U E } 0 0 W Zo 0 x L DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10EXC PROJECT NO. 22881-10 C2 A s B" a 'a. xR a or ?taw' "w,r A ` 4F� °• "e s ad Y ., w w. • '.y d : . %:. m: R de Y w % +3i I. Yt S roc b •�.• 4o.i:. S �`,. .<i. v i m=A fi< .x, ��4�r;, ``�uwc.t .,. ,. ... p1x �+° :.. s,•, �� `a S`:e :'F�• �m ,w§a '.l #F soee r. • 4 Mai z » a i FYI:®Na .!lw,T :. [ n. 3-: 0 ,. ,„-«.^ "a e... •:; i. "t,. ,R,' .. ,; :l 1 .# *.. w 'x""., . , ,'.z. �.. a `` .m:A i:a ♦ , .. a' a a ,x a4 ,:'*'".[>,n x .: „ Y ,G;r , oda'' I.,[�9Y4C#, i.�. 'T R 3 °fir" ` ox `"� aX =_ ` *` ,:' P°Ya ',x .. a' % r � ' .: ” p^'«° 0 41 � ....;' ,,wa x `• ?Y I. , Mrt" ^L562 <d :.., w aa,{x.,.w �° i r i" .da a, a $`' ",000 .:v. YC *'. • i �' J K. *'YA�<fiC r' la�# tlaa '£h. e,e!, At 14, ,� u s�;�•' ®: � ,� � '�� ' `. � � F ' aw „ � � .� Y _ r� a ea ?sr p, m # � � �g '._ : Mir anh 1E1i r 9 lm » #x a, s " max:_ �:.;.:Re >...'.:; a:. ';''.. yc �"F«^ ,aa x..:,:s� NF',y`i ¥ „:.. 8•[ °"`� m f " wvu, .::..a ,.....,4p.. f..>. ..1 y • ,... .. m,.. , �k F , Via+.. 4 .-:fP. ... „" .... Ra r i ,.. ,,,. . m_.,[. W k .� :- ':::' :.gyp , x. a c R 1 w 1 It R 'fes a-' a 6 # e T c 9 t v-ne., : .�� i`c ::'�" .. o: • , '..s..,. -`3yb:.. ,., :. J . , 0:'. �, 8` :[.: r s ,,,. .. _ .,- ° u "4e' �: +s' �f � : ,�.. „_. "§, �_ .,.:a: ,s l - a �3 1t2 a � [ m � Y' aj`m, is Y:. .„¢ , T 3 '�4, u :: # ... � � � ,9 l+ x , . .. : . i," 1"� °,•�,.4 ,"".s'k ; ,,,ni... ' P ",�Ae ,. i,Rtia; Y • �, l' x I' .,R �, �a ¢_ 1° a.:i, x � �~-. A ,� r .:�:>. , �.,ka � a�..' ,: „ _�i� E' ' '-: � 1 a � . •�«'r�t�' '�` � M�'� S �`':1 a fa -r. y.s ,+ @m5`m9 : {, '�" A :. - em °3{,p' ,y.: f�i m , ,k.'t'Y:': ,3 y e {a +n %f:teag.+w.5mvauxa,a•mc w:t z8 wi4;iry y,:° m a o °ar , w t .u+ $ ., xa.. sh .u'•, & <.,: ,"�" !:. .. - Y..:, r':, s � '.t. is ._sh ,.,a..: .. g,:. a-, .. � ., : �•.®. .. • :m$kd „. __ ::+.. ? :.-. F, ,> SCALE IN FEET 0 800 1600 2400 1 inch = 600 feet USGS MAP i -q, 17 �+ i f 7 ) ,,_ ._,�,.1 /t l! j �t//r-„~`:�. ` �;a••- �;��-,,, l � Ilk h'aa,,T � F l l 1 ( _ t } 4 X r 1 i 1 .r ; i 1 v I r r 1 VI -P } B SOILS 1011.00 };1 ' / ✓ /: 1 / LOT ? � i 1 1 i l i a 1000 if —- gh \/ -. �} f®°'t /��I1J, l��t/- .. / t -✓ (vim_ w ; 10, ., r ! t} 1 r r'E� v xx�-449 f '' a I; 1/2 ism ” / �- d \ /� 1- 1kf } 1 ) •� yam. � � 1 � �3 �� I � ``� \ I 1 f �v � `T r¢ / � � __ __ SOILS MAP SCALE IN FEET 0 50 100 1 inch = 50 feet 150 LO 0 a c T t W a — w — E o H a w a aco 0- 3 L U 2 N 2 m 3 - c w v m o O � v y o C O Caw O U M zL0 ` o a N W Rn w aw �> C J Z N 17 O m J �O —� ■ U) Z I O 0 W r"y 4)'O [TO QT rz, — uai da O W N N 00 �� N N m to O V) FOCI W X: U W W E-4 Wx C,4 Z L¢x Z: k' Z x Z N � C/) W C"i toO O MW CN W U LOZ cc Z 3 11 O Z SN d SOILS MAP SCALE IN FEET 0 50 100 1 inch = 50 feet 150 z LO 0 a c T t W a — w — E o H a w a aco 0- 3 L U 2 N 2 m 3 - c w v m o o. � a o v y o C O Caw O U zL0 ` o a N w 54,Zm C J 4I 0, V 0� aV Amo 17 O m J �O —� N C\2 Z 0 W r"y 4)'O [TO uj W rz, — uai da O W N N D z 0 H A zL0 Z 1O 54,Zm ASF �o O (n W ZX �' J W C\2 Z 0 W w uj W rz, O <L N Jaz �� = Z a H V) FOCI W X: U W } E-4 03 Z x w 0 MW DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10SI PROJECT NO. 22881-10 C3 STATE HIGHWAY NO. 7 Sl TE - I I 1 I I I I p 20• I I � � ,\l ` �� I 5 z I � I I � SEC. 4 T. 116 R. 23 VICINITY MAP NO SCALE BEEHIVE HOME 2ND ADDITION NORTHEAST CORNER OF SEC. 4, T. 116, R. 23 ---- (FOUND CARVER COUNTY CAST IRON MONUMENT) • I � I 0 Z N m0-1 2 I 3 I I 75 / 75 I NX66 Q �LO 1j, E Wo �Z II , 00 7sm �0) INN / I co 0)0 n O � In I� � M I I �'� I� �I N 6- IZ Q ZI N 11 �I � I � � Iv a rol I a I ,00 nit L_d I i LOT 1 M o0 40 �o M �7� Lu I"'-I``� .,0l ho W uM Z I 7 t o MI �N� I I ) LI F_- 17- n ^ !1 [) / I I A L) I� �) I r1 / r- I L_ LJUI \AFI/ -\I \V I \I V\7 L_ Z / 4co L,L_\��r\ I I ; �% `- O� coN ��\ / I a / .� co ^oN X222 < I I / AM �6 0 ov /\ d o Zi / I V I L_ L _ \J LJ I � �oNQou0Q40 26,10 513.01 N89033'49"E / Fl _ _ _ 43.90 S89 33 49"W --- 2 s \ g�---------------385.31------------------_------- 1 80.95 - - - -_- -1 � - - 127.70 � F- / � A -, � � N88°22'32"W 5.41 \ - k- ---SW COR. OF THE El /2 OF THE 1\ I F '1 / A i1 f- T I 1 r- t\ 1 I ` r\ F - n 32.55== i ----- 2 S89°33'49"\\�\ �' �' NEI/4 OF THE NEI/4 OF SEC. 4 1 w / / I V L_ I �_ t 654.59 \J I I L_ I V L_ I I I fi \/ I L_ U 1 N70 38'16"W 660.00 S8V33'49'W ------ I IZo \ --- ,! 1139.00 S88°22;32"E (40 RODS WEST DEED) 0 NE COR. OF THE SE1/4 OF THE-----, ��/; ro r -NORTH LINE OF THE SE1/4 vl Iw NE1/4 OF SEC. 4, T. 116, R. 23 AND / N O 7S I OF THE NE1 4 OF SEC. 4 cnl to / N THE NW COR. OF SW1/4 OF THE I ' '->µ-- / I I� NW1/4 OF SEC. 3, T. 116, R. 23 �� r// BLOCK 1 =$a Acb, / 5N / 43, / N N M \�� I /,0mom / 011 Ngo �� /V`7 \ o �4 I S,-02 Zg V N� ��}� c 46_---- �h� �ry�� Z N oz I i� --- Aj� �� oo co =``oma C �� ul 4z cd (q �0 rod w Wa�� I \j �\ I _ jr V)I `, LOT 2 EAST LINE OF THE SE1/4 OF THE ;� / oo �YI / aQ w M I �\ \ NE1/4 OF SEC. 4 AND THE WEST LINE- ' o/ I v� OF SWI/4 OF THE NW1/4 OF SEC. 3 " / ` r) `/ J 4,1co CID L0 I , I / I r I --------------------- / to \ I------------------------------ 688.74 -- - -- 37.04 34.22`, 660.00 S89033'49"W \ (40 RODS EAST DEED) `--PARALLEL WITH THE NORTH LINE OF THE SEI/4 OF THE NE1/4 OF SEC. 4 EAST OUATER CORNER OF SEC. 4, T. 116, R. 23 (FOUND CARVER COUNTY CAST IRON MONUMENT) PLAT FILE NO. C.R. DOC. NO. N SCALE IN FEET 0 50 100 150 BEARINGS ARE BASED ON THE WEST LINE OF LOT 1, BLOCK 1, BEEHIVE HOMES WHICH IS ASSUMED TO HAVE A BEARING OF NO2059'13"E. '-- AND 1/2 INCH IRON MONUMENT FOUND O DENOTES .-------'DRAINAGE UTILITY EASMENT INCH IRON MONUMENT SET AND W r 12294. ( T �e { F S>SS,g68 f N83°27' 1 E / 2 � --- _83.79 m cy) '� I •' NO2 59'13' I �LO 1j, E Wo �Z II , 00 7sm �0) INN / I co 0)0 n O � In I� � M I I �'� I� �I N 6- IZ Q ZI N 11 �I � I � � Iv a rol I a I ,00 nit L_d I i LOT 1 M o0 40 �o M �7� Lu I"'-I``� .,0l ho W uM Z I 7 t o MI �N� I I ) LI F_- 17- n ^ !1 [) / I I A L) I� �) I r1 / r- I L_ LJUI \AFI/ -\I \V I \I V\7 L_ Z / 4co L,L_\��r\ I I ; �% `- O� coN ��\ / I a / .� co ^oN X222 < I I / AM �6 0 ov /\ d o Zi / I V I L_ L _ \J LJ I � �oNQou0Q40 26,10 513.01 N89033'49"E / Fl _ _ _ 43.90 S89 33 49"W --- 2 s \ g�---------------385.31------------------_------- 1 80.95 - - - -_- -1 � - - 127.70 � F- / � A -, � � N88°22'32"W 5.41 \ - k- ---SW COR. OF THE El /2 OF THE 1\ I F '1 / A i1 f- T I 1 r- t\ 1 I ` r\ F - n 32.55== i ----- 2 S89°33'49"\\�\ �' �' NEI/4 OF THE NEI/4 OF SEC. 4 1 w / / I V L_ I �_ t 654.59 \J I I L_ I V L_ I I I fi \/ I L_ U 1 N70 38'16"W 660.00 S8V33'49'W ------ I IZo \ --- ,! 1139.00 S88°22;32"E (40 RODS WEST DEED) 0 NE COR. OF THE SE1/4 OF THE-----, ��/; ro r -NORTH LINE OF THE SE1/4 vl Iw NE1/4 OF SEC. 4, T. 116, R. 23 AND / N O 7S I OF THE NE1 4 OF SEC. 4 cnl to / N THE NW COR. OF SW1/4 OF THE I ' '->µ-- / I I� NW1/4 OF SEC. 3, T. 116, R. 23 �� r// BLOCK 1 =$a Acb, / 5N / 43, / N N M \�� I /,0mom / 011 Ngo �� /V`7 \ o �4 I S,-02 Zg V N� ��}� c 46_---- �h� �ry�� Z N oz I i� --- Aj� �� oo co =``oma C �� ul 4z cd (q �0 rod w Wa�� I \j �\ I _ jr V)I `, LOT 2 EAST LINE OF THE SE1/4 OF THE ;� / oo �YI / aQ w M I �\ \ NE1/4 OF SEC. 4 AND THE WEST LINE- ' o/ I v� OF SWI/4 OF THE NW1/4 OF SEC. 3 " / ` r) `/ J 4,1co CID L0 I , I / I r I --------------------- / to \ I------------------------------ 688.74 -- - -- 37.04 34.22`, 660.00 S89033'49"W \ (40 RODS EAST DEED) `--PARALLEL WITH THE NORTH LINE OF THE SEI/4 OF THE NE1/4 OF SEC. 4 EAST OUATER CORNER OF SEC. 4, T. 116, R. 23 (FOUND CARVER COUNTY CAST IRON MONUMENT) PLAT FILE NO. C.R. DOC. NO. N SCALE IN FEET 0 50 100 150 BEARINGS ARE BASED ON THE WEST LINE OF LOT 1, BLOCK 1, BEEHIVE HOMES WHICH IS ASSUMED TO HAVE A BEARING OF NO2059'13"E. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. I I I I 5-►{ I I i-5 I I l l --y--J L--y-- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES, AS SHOWN ON THE PLAT. JAMES R. I_ DENOTES 1/2 INCH IRON MONUMENT FOUND O DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. I I I I 5-►{ I I i-5 I I l l --y--J L--y-- BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES, AS SHOWN ON THE PLAT. JAMES R. I_ i I \ It! EXISTING FIFE 1011.00 LOT 1 ..._ 111 f � 1 1 /✓ � f I l / r If f1p s" f _ i _- t �i 4 i or 00000 l \ I0 - N, 6P 0. 0000 I I J v�- --- // t i+ itp ' -0000 o,t , , I I 23S _10 1 1014, �1 / �_ ---r- - It _�Ij Ip , z lois 11 �S rte/ /ter o LVA / I / / ! / / 1 l ►� A \ oo Z I { / / ! f �. i { t / 3 r ff ,00 It C14 -Ir t Y / c r e \ JT ~l I SCALE IN FEET 0 30 60 1 inch = 30 feet .o BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET C . • \vw4n EXISTING: 1 YEAR - 0.65 CFS 10 YEAR - 4.98 CFS i - 12.55 CFS PROPOSED: r 1 YEAR - 0.48 CFS 10 YEAR - 2.98 CFS 100 YEAR - 11.72 CFS CD M 0 v o m oE!o^"c7 W Lo ZL0Z w�> � d O z N AU Zz dw O.. TC N CZ `" C\2t o OW o m \ Z ^ LL1 N m N � C7: ■ W L) W o x Q Z c5 t ♦/� L' 1 o V ♦ w Co O � \CIT O Cn N rr � E W U rn z v /� Z r V J CD o z 0 N d Y Iii i t If f1p s" f _ i _- t �i 4 i or 00000 l \ I0 - N, 6P 0. 0000 I I J v�- --- // t i+ itp ' -0000 o,t , , I I 23S _10 1 1014, �1 / �_ ---r- - It _�Ij Ip , z lois 11 �S rte/ /ter o LVA / I / / ! / / 1 l ►� A \ oo Z I { / / ! f �. i { t / 3 r ff ,00 It C14 -Ir t Y / c r e \ JT ~l I SCALE IN FEET 0 30 60 1 inch = 30 feet .o BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET C . • \vw4n EXISTING: 1 YEAR - 0.65 CFS 10 YEAR - 4.98 CFS 100 YEAR - 12.55 CFS PROPOSED: n a o °c o a- 1 YEAR - 0.48 CFS 10 YEAR - 2.98 CFS 100 YEAR - 11.72 CFS VOLUME CONTROL EXISTING IMPERVIOUS - 3,486 SF NEW IMPERVIOUS - 21, 585 NET IMPERVIOUS - 18,099 SF VOLUME REDUCTION REQUIRED (1" OVER NET) 1,51 OCF VOLUME REDUCTION PROVIDED POND 5P - INFILTRATION (0.2"/HR) - 3,850 CF POND 6P - FILTRATION - 338 CF STORAGE X 50%=169CF TOTAL - 4,019 CF ■ Lo E o v m a OC T- w E J m Z W n a o °c o a- H 03 y3 a a v o d ry �000 oO CD M 0 v o m oE!o^"c7 W Lo ZL0Z w�> � d O z N AU Zz dw O.. TC N CZ `" C\2t o OW o m \ Z ^ LL1 N m N � C7: ■ W L) W o x Q Z c5 t ♦/� L' 1 o V ♦ w Co O � \CIT O Cn N rr � E W U rn z v /� Z r V J CD o z 0 N d z Lo E o v m a OC T- w E J m Z W n a o °c o a- H 03 y3 a a v o d �000 oO Y0 O w o U 0 v o m oE!o^"c7 'r ZL0Z � U02 a V O 0 O O O O J 0 �uvO1 `vo o AU Zz dw O.. TC N a'U `" C\2t as owi~n OW o z O m Z H O A �to ZL0Z � O rr�� i--1 o AU Zz 0 a'U `" C\2t OW 04 W LL1 Q) � L) ,0'2', Q 03 a W" w O � w a � DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1 OP -DRAIN PROJECT NO. 22881-10 C4 4 CD LI) I Py LL Lit _O I TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLiJDWING METHODS WHI REQUIRE MULTIPLE SITE WTH STAND PIPE OUBLI e. SEED : MnDOT SEED MIX #25D AT A RATE OF 70 LBS/ACRE. VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). PART tl. sllBipTTING THE MPLlcnnoN a MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED B. MPI [CATION AND OIRATON GF COVERAGE 1. TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. Z. POND SEED & MULCH (MIN. 8• TOPSOIL). - -OUTLET ELEVATION a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS/ACRE. ENCORE CARE WILL HAVE RESPONSIBILITY FOR LANG S.Change of C.wo,. Far anew Tian %.lett. Mra the owner ar sumo or changes (ag., m adpnd da clops MIa path. of me 2. HYDROSPREAD MnDOT TYPE a HYDRAULIC SOIL STABILIZER a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. o eke to a now owner): property.I'M to wlarr hamebu sin or eeka the anticopy noticIPPP of n Part ILG2b) a. The aryls small praises a copy of 1h,g coils mamebor ion form (ore requYtl a. HYDRAULIC SOIL STAHHIZER : MnDOT TYPE 6 AT A RATE OF 350 LBS IODO / WATER MANAGEMENT SYSTEM. a net imnent d S e w amw and s to Me n« awns. The ordinal/anent over Nd pasta. a SNPPP to Ma mer a«r and oprafm Mae sp.emealy addresses GALLONS OF SLURRY. a. SEED : MnDOT SEED MDC #325 AT A RATE OF 84 LBS/ACRE er ren .abueeM actM Nate: The netln of YmmkwtM/permit madmcotlon farm rwplxw w welN•M ngl•tratM, permit A WATER : 875 GALLONS/1000 GALLONS OF SLURRY. A IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. it. sitar/ orM and encs or form, / w w b. Th. ter o«er v Wwotw o compete and •n/pe psmtt ifikmmtlm Indust constNebn The.. .. chrit . (Pani[ prodticot 3. TEMPORARY SEED &MULCH (SEASONAL) RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE ks) the n d to t om repawtlm a Pmmn trmNer) or me malas of ImmYwlM/permft modification Mm b Me WCA prior m commanding construction a. SEED : NnDOT SEED MIX #150 AT A RATE OF 40 LBS/ACRE. Id. FERTILIZER : 16-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. wtinty m Wt. or n .. later Man even (7) days after taking as. I 1p of the powert, me t« Pmmlttw(a) o wapmabla war b. MULCH Mf: TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. CONTRACTOR m term. antl cmtlmw of mls emmft w desabtl n Pae 113.2. can FERTILIZER 10-10-20 AT A RATE OF 200 LHS ACRE 10 / 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION ore orM I c. Hon a genera cm law Mr porion work on Me eft, h no Impr h ept, amtrd of the ma c. emm andplated l the llow. at confracbd adlgatMv batw.m the o«r and do-, tor m general contractor rabthp te compliance wit then trona one candkM¢ of racta ..n a 4. TEMPORARY SEED & MULCH (SPRING) c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE da DISC ANCHORED. Mh pmmll now base met, the operator or genera vantrhtm, may transit, prmH coreraa boor b We am. a to a n« rperatw a. SEED Mn00T SEED MIX #110 AT A RATE OF 100 LBS/ACRE. S n uan me wtlw N tmmkwnm wrmlt mwlflcolM ianry A omra from teem the arrhr aha ion h r ulratl. g /c °�' °D"O 'q b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. V / a TERMINATION OF COVERAGE e. FERTILIZER 10-10-20 AT A RATE OF 200 LBS/ACRE. e MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE If DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS 1.P.rmltbw(e) xMNg to emmkwb sewage mar this Dmmlt mast wbmlt a Native o1 TmmInatlen (NOT) Is Me MPCA. Camplmw rit thin 5. TEMPORARY SEED & MULCH (WINTER) NARRATIVE & NOTES Pmmlf h nwutl men o WT he wbnutl. Th. Pmmlttw(a) opw.ge was this Pmmle brmInOL. at mldghf m the aoNmwk dalt p e. SEED MnDOT SEED AUL( #100 AT A RATE OF 100 LBS/ACRE POLLUTION CONTROL N.P.D.E.S. PERMIT. ti NOT, m an the ante an onlh. NOT h ebonite to w MPCA_ b- MULCH : Mn➢TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING LOT w 2.Tan irudim of coape saenabs c. FERTILIZER IO 10 -10-20 AT A RATE OF 200 LBS/ACRE APPROPRIATE FOR THE TIME OF YEAR SITE CONDITIONS AND ESTIMATED a TrmAatM of coverage t We entire T wlW. (see Pat IV.G) Me been completed m al of the must submit a NOT L At Pfor My atter Find Sciity DURATION OF USE. 2. PHASE CONSTRUCTION TO MINOZE SOIL LOSS. D and all construction, has If the site rnand which able an activity had been completed. pnmment she for MIM the Perenmanagement 6. HYDROSPREAD SEED, FERTILIZER, & MnDOT TYPE 6 HYDRAULIC SOU. STABILIZER A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER the. a s. the MW d reciose stamrats mm t a ems. the r Yemen. for Md deanht mantewnca moat a erlormee ore re Yee h Final SIobllhotM. apemen M eco / P w a. SEED UnDOT SEED MIX #190 AT A RATE OF 10 1.84/1000 GALLONS OF SLURRY. BASINS ON TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND Pmt IV5.2 b. FERTL1ZER : 10 -IO -20 AT A RATE OF 50 LBS/7000 GALLONS OF SLURRY. o n. PermHtee(e) mast submit a NOT Nish 30 say area eNlnp the antln site bdlWInq made and Btmnrats Inhcehuomm Dna ATE OF 360 LBS/1000 c. HYDRAULIC SOIL STABILIZER ' MnDOT TYPE 6 AT A R Il. SILT FENCE & TREE PROTECTION FENCE. wase N transformed to mother owner a deaorbtl n Pat ILB.S w b. rerog p DnPc Litt of covering. for o arum th !waw entN L GALLONS OF SLURRY. TRA94ING REQUIRF.MFNTS Ali For mast a NOT Nthn awn (7) say after MMg a tranapart, porno' of alae ate Ya another party NI PWay d. NATER : 675 GALLONS/1000 GALLONS OF SLURRY. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. . n ilan, "e togdly a,d they em nor longer We «war w operator. The porliona of me ata W'ahu with the permit be .ado molls party mutt ben L STORM WATER POND CONSTRUCTION. UNIVERSITY OF MINNESOTA yencon sediment t oris central mweof asst M h pbca). The form ..at nWde agwturse from the (a0. all temporary roam 9, 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY STREET CONSTRUCTION. m alyntl Penni ad(e) aha contact hlamatM M me IEA orner of tlia property. matt Wi W (SEE DETAIL). c. Tmmna1M coverage obadntl wing a wLdd reWatloa v� ce H pmmk towage cow obtaMatl ueng the addNeM registration prate, Pertnktee(e) are required to submit a NOT will 30 say alts 8. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY (SEE DETAIL).adNvhg ler') tT FinalsldeaatM (. Part N4). ]PmmlHem(.) mat . an alternations maenad M We Pmmanent RYmmaatm Maugenhenl System a. dseorrotl n Pmt MCA was pronblttl TOTAL PLATTED 1) 3.10 AC. Amon to modng this permit min nod Stab tkn has been adhlmd an ate and Ali 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAIL). Z a IM two yore of mmltahg deep reputed in Part III.C.5 hoe been eubmkltl to the MPGA and the WCA was astmmh a that the rawntl LI5 EXISTING IMPERVIOUS AREA 0.68 AC, � V trdntment law been adlevei. the Pmmltta all be notlfleel In writing Nlhln ]0 day after We monitoring data has been edmktad. H 10. HORIZONTAL SLOPE GRADING (SEE DETAIL)- Z Me demolition has no! head ham We NPCA wkhn W day alts submltthg Me nwlred d" the Permitter ora submit a NOT. J o b. The Permittee con submit a NOT, even k We tinehame ie leas than two Yea, 11 Me LW CA acbm a Mp Me dtsnatiw methad la IL DITCH CHECKS MADWIT TYPE 3-12• BIOROLL WITH MnDOT CATEGORY 3 EROSION ochkvkg the arIng tl Watment Wang m• mam..b and . of the dl«nann m•mtl, the Pmmkl.e re not rapw•ml. M Quer pmmtt rwulmhent. more Mn been CONTROL BLANKET (SEE DETAIL). (S THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY ark IA trm.fa,.e as d.ewn.e h Port Y9.4 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL). SILT FENCE 478 LF PART YI.STORMWATER DISCHARM DEsu14 IEiNARENFNR 13. PERIMETER SILT FENCE. SILT FENCE SHALL BE STANDARD MACHINE SLICED OR HEAVY DUTY (SEE DETAILS). D. RECORE) RETENTION ROCK CONSTRUCTION ENTRANCE 1 EA iha SWPPP (alglnal m wplee) haadkg, dl chargee to It and nopsotMs aha montenmce words must be kept at Me ate outing 14. INLET PROTECTION (SEE DETAILS). conew<tlm by the Permlttw Mo fee opranmd amtrd of that portion of me We.Tle Soal em M kept IT NMs fM Bind amts a In an on Ne Iehicle during mama rwkkg her& 15. FLOATING SILT CURTAIN (SEE DETAIL) ori owoKe) mast keep the SWPP, dong xkh Me fill. ing additimd reeords, an tea fm this. (3) yen ens wbmittd p Me NOT a• wllilwtl b Part II.C. This dace net hciuos my radorae oRs submittd of We NOT. SEDIMENTATION CONTROL METHODS 1.My amer permits required Nr We project IMMANENT EROSION & 2Rmwds of W inspectim and manlenonce conducted during c wWucWw (aa Pat W.E. detonators and Mantename); (TIE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE 3.AY Permanent operation and mantrwtw areatenb that haw teem InpenentrN, bduehg atl H of or wan wno-h, semen. ane amen VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). bN w r.wYomente working do pepat t mahtenmoW mtl eau rwalrm mallatlw ,w as.gn of the fenlparvy COM Permanent Stmmwe[r Nmwrnent Systems. 1. GENERAL SEED & MULCH (MHN. 6'• TOPSOIL) WTH STAND PIPE OUBLI e. SEED : MnDOT SEED MIX #25D AT A RATE OF 70 LBS/ACRE. ITY I b. FERTILIZER : 22-5-10 80% WAN. 0% CL AT A RATE OF 350 LBS.ACRE. RESPONSIBILREQUIREMENTS - - - - a MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED )W PERMANENT PONDS Z. POND SEED & MULCH (MIN. 8• TOPSOIL). - -OUTLET ELEVATION a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS/ACRE. ENCORE CARE WILL HAVE RESPONSIBILITY FOR LANG Id. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. ONNECT TO MISTING CBMH a MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM t WATER MANAGEMENT SYSTEM. 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) m°ate«o8 a. SEED : MnDOT SEED MDC #325 AT A RATE OF 84 LBS/ACRE WILL HAVE RESPONSIBILITY FOR Id. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. c. MULCH : MuDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. w w THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF 4. UPLAND BUFFER SEED &MULCH (MIN. B' TOPSOIL). RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE & SEED : MnDOT SEED MIX #328 AT A RATE OF 86 LBS/ACRE. SWPPP WILE BE IMPLEMENTED AS FOLLOWS: Id. FERTILIZER : 16-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. - e MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTRACTOR V BUSINESS NAME 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION a. SEED : MrhDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE. b. FERTILIZER I6-1-8 NATURAL. BASE AT A RATE OF 150 LBS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE da DISC ANCHORED. z S. GENERAL NATIVE SEED & MULCH (MINIMUM 6• TOPSOIL) S n CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a. SEED : MaDOT SEED MIX #350 AT A RATE OF 84.5 LBS/ACRE V / In. FERTILIZER : 16-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. N e MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE If DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS X W SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA 1. DESCRIPTION OF CONSTRUCTION ACTIVITY POLLUTION CONTROL N.P.D.E.S. PERMIT. BEEHIVE HOME IS A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.48 ACRES. X THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING LOT ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL BE INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR SITE CONDITIONS AND ESTIMATED = DURATION OF USE. 2. PHASE CONSTRUCTION TO MINOZE SOIL LOSS. D (n 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION CONSTRUCTION IS IN PROGRESS. BASINS ON TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND W SERVICEABLE IN THE FOLLOWING ORDER AS REQUIRED. o a ROCK CONSTRUCTION ENTRANCES. Il. SILT FENCE & TREE PROTECTION FENCE. rp e. EXISTING INLET PROTECTION. TRA94ING REQUIRF.MFNTS d. TEMPORARY CULVERTS. JOEL COOPER, P.E. e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. SITE MANAGEMENT CERTIFICATION (2014) L STORM WATER POND CONSTRUCTION. UNIVERSITY OF MINNESOTA g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND INSTRUCTORS : LEO HOLM & DWAYNE STENLUND STREET CONSTRUCTION. 00 n h. TEMPORARY SEED AND/OR MULCH. i HORIZONTAL SLOPE GRADING. v� I. DITCH CHECK SILT FENCE. & EROSION CONTROL DEVEfAPILM SUMMARY ler') tT BLANKET - It. PERMANENT SEED AND MULCH AND/OR SOD. TOTAL PLATTED 1) 3.10 AC. mW D AREA ARDT TOTAL DISTURBED AC. Z IM 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT LI5 EXISTING IMPERVIOUS AREA 0.68 AC, � V CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS TOTAL IMPERVIOUS AREA(EXISTINC &PROPOSED) 1.04 AC. Z AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES J o NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY PROPOSED EROSION/SEDIMENT CONTROL QUANTITIES THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE SILT FENCE 478 LF PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR HEAVY-DUTY SILT FENCE 125 LF WHEN DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL THEN ROCK CONSTRUCTION ENTRANCE 1 EA NPDES REQUIREMENTS PMT IV. CONSTRUCTION ACTNTY REOUREll A. STORM WATER Pro IUTHN PRE101INTON Ph AN The Perrnitloe(e) must implement the SAPPP and the reaulnments of this pmt. The BRP. Idmtl8tl in the SY.PPP and h thre pvmlt must M eerecttl, Invfolhq and moNlaNtl h an appropriate and NwtMal mammy Mot Is In ormrdonn wlm rNvwnt monufacbrr ywmmtlons and anPitl englnLrsln9 Pwctkffi 8 FRnCIrW PRFLLNTON PRACTIOM 1.111e Pannntea(e) must plan for aIW Implement appropriate construction phasing. Vpetatlw buXer WIM Mrizmtd Nape gwMg. and other omdwc1M practhee that mh"Ide woeM, w that the haPwtM and maintenance requnemente of Part LVE ore compbd rfth. The local of awe not to be disturbed must he ddewttl (.a with flags. chali sign, eft fence ata) an the deWapment ane before work bel gal vepwed 1 areas must be etawized as awn w pati to limit me maim but in no eve later then 14 dy after the construction wnNty In Mat portion of We ato has tampmariy or pmmahently tweed. Temporary sW.kpa.. without agnilYmt a" day de mgauc component. (.q.. clan .....yule .tw Bpi.. demdiiion canis. Na.kPib., Mind stockpiles) aha the owbuclad bow compammlt. N reds. rear Tote antl similar surtnws w event ham this earent but must co Nth Part N.C.S w 9 P wase mpY SIM Mond ratted perimeter of my temporary or permanent dralnage tlltch or wed. that once. rotor from my Pan. of Wechastructto my ar made er. mama ch t must I. weak f twiffilik Wast 200 Ilwol fast lawn We property seg, nn from We pant of tlwater Into any wrNon rater. SYdYlmnm of We f Roo Thud feel must bet dit completed wlMh 24 lawn eller I.t wtkg m a surfacedo, rater. d surface to the d.ligmrstru lain h et my Yrnpmmy w permanent alte,es or .wed. ma must M complete der, o 14 rman akar wmeerinq to . Mace eater and .ntrueblon h Mat portion of Me died law tanpaii a designed o ch dMaI bin r or permanent dItc1c) en. m nMa that are being use , a rtl dost .AWitalkwitakewithin (xIM after no longer rack dM chedl, bb roti all dims stsy ed ret need to be stabilized. be. Thew was must ra etdYtr d NMh 24 Mum after no longer being d fl , a aectlon t .tMment stetson. 4.%pa outlets mast De proNetl rHh temporary a pmmment awrgy dissipation within 24 lawn atter comwtM to a wrfaw rats. C. SEWIENT CONTROL PRACTICES 1.Seeknent control pncfka must mhhNe aMkmmt lam, entering surface waters, Including curb and gutta systema and Worm azar wet& .Tenpwmy or permanent ddnpq. dtchas and atlknent baa'rs that ace designed ore pmt of o wtliment cmtdvment .ptsn (ag., dbM1a with rock ahedl dame) r n WVment wnnal oN w ate smelter. eco wean. r wprowiab for at batt the downHent treatment system N otherwise.oeeltim�d u dent sediment control practices a redundant BWs must b Mtoled to dinhata Bow aadcadirg, and We SWPPP must W i menatl W itH, W. additional prapioes as reached in Part WA.4, a. mrough c. eon order to maintain short: flow, and minimae ria and/a gullies. them mMm Y be no bram slope length of pater Man TS tat ice sopa rim o mWe N ]:I a afeops. 2Setllment coi mactlrdad must be established an dl dam gradient perimeters before any upgradlent IoM dlaturting htIf tks boon. Thee alhtkw Nd r..W h p1me mtl Fhol StabilmtM has ben wtdlMtl h accaalm. Nth Part N.C. SThe tknhg of Me hsttlbdon of sedment central prhtkcea may M ad)Jettl to accammodate avert -term imWitlw wroth as allowing or grubbh& or p of Mltla. Any Nast -term iii must M competed as wkkly a pa N. and We sediment cantmi practices must M Wtdke Y,wntlatay after the ..Wty h ampeted. Horew, seakeent .ted proof[. must be Installed owner. Me mat ,mal,hatM event even If the a.thity, N not complete. 4aI stmm bah Media much be protected by appropriate BNPt during construction until all wurpa with Potentia for 4I Marghg to We mist M. been ataddled, nfet Proteonm may be removed for a paymaster hort If a coundflo safety concern (•hest fleading/heezyg) has been Identified anal Me Prmitla(w) Mes woelved Mash corr.epandrbv ham the Prhalotimal authority (.g. sty/county/MrnNlp/NnDOT engineer) edly5 We note M rernowL The written cont,pmdena most ha dmumww In Was SWPPP w awfade with 72 new upon nqueN. Mon edition mraspaneerwe can not M dtahee In a thusly .... the epedik Inlet ,mbeetM a.. be r.mand to WIMWIe the Immedate safety cavum. However. effete to obtain arnten m mmdawe moat be documented In the SWPPP and awtldle with 72 hen upas newt. Permission to remove hiet protwnm based m a apedfb safety ooweem must etil be obtabtl from the )rrhdonmal authority wenn b day of nmowl. sTen of bw axil ado su meat hove sit fence t ewer effective atl"snmt dontrtla, and amat M Picked h ear We waters, Ittlutlbq atmnwtr anveymcv old w cwt me guttas systema, a canMlb mil dtdhe unless Were Ta a bro. n plow for tit morntionWe co r. B. concrete backing of seaknant ham the construction l (or who steMS with We al If must be minkmnet d imito ouch w atone pees. cote or steal rash rhea, ora Part f .4,&). Street vr®pn9 moat by uvtl If cod BW w red edea+ob to "want adhnent from bdn9 hmkatl mla tM sheet (see Pmt IV.E.4.d). 7.Th. Pvmitw mel wed temporary atlYnentalM MWs w nquirtl h Past 11.& of this permit. TEMPORARY !QEDIMENTATION BASIN 15' PVC PERFORATED WTH STAND PIPE OUBLI STANDPIPE W/FILTER FABRIC ERGENCY SPILLWAY CREST till ii (RIP RAP OR EROSION CONTROL BLANKET) )W SLOPE GRADING \ - -OUTLET ELEVATION PROPOSED 15'HOPEOPE STORAGE VOLUME ONNECT TO MISTING CBMH ANTISEEPAGE COUNT (TYP.) O CAP SKIMMER(BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPE - SPILLWAY 3- /`1['�yj�:/'/\r HEX BOLTS 1•-2• WASHED ROC( CONE -J:::1 / 3 W/LOCK NUT HEIGHT - 1/3 Z NOTE' TOP VIEW 15 IPIPE MATERIAL 1' HOLES SPACED SHOULD BE RIGID B' TO 10' ON CENTER TEMPORARY SEDIMENTATION BASIN TYPICAL PROTECTION AROUND BACKYARD CB'S (INSTALL IMMEDIATELY AFTER CD INSTALLATION) HEAVY DUTY SILT FENCE -FASTEN TO STAKES POST EACH CORNER RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH MnDOT CAT. 3 EROSION BLANKET 1,508 BY REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS. MnDOT 25-141 SEED &MULCH (GENERAL SEED MIX) -1.5X 1.8 AC STRUCTURE 8. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY WDICOS 2 EA INLET PROTECTION(PRE-CONSTRUCTION) 2 EA THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW CAT. 3 SEDIMENT CONTROL LOG/CAT. 3 EROSION CONTROL REAR YARD CATCH BASIN INLET PROTECTION PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME BLANKET SYSTEM -DITCH CHECKS B EA NOTE: PREMOLDED SEDIMENT CONTROL BARRIERS MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED SUCH AS ROYAL'S INFRASAFE COVER OR EQUIVALENT STORM WATER PONDING AREAS. PROJECT COORDINATES ARE AN ACCEPTABLE ALTERNATIVE. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION N 44° 53 19,266" TO PROCEED. W 93' 34' 56.488" B. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FILTER RUNOFF. TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLELOWEST ADJACENT OVERFLOW (SEE TIMELINE : PART IV B2). 6' STEEL FENCEPOSTS 6'-B' SPACING BETWEEN POSTS HEAVY DUTY 10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL SILT FENCE COMATE CHANGES OR HEATHER EVENTS. o c ll. CLIMATE CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL POLYETHYLENE SNOWFENCING FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC ki STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR FLARED END SECTION INLET PROTECTION INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR NO PAYMENT FOR DUST CONTROL WILL BE MADE. 15, STORMWATER FROM THIS SITE WILL DISCHARGE ULTIMATELY TO LAKE MINNEWASITA TREE PROTECTION FENCE 16. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL MEASURES AND THE MAINTENANCE OF THE TEMPORARY STOCKPILES. 2"x2"x1B" MIN. WOOD STAKE -2' MAXIMUM SPACING X12" BIOROLL WATER FLOW CROSS SECTION PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 Ill CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN DITCH GRADE � 1' Spacing On upper end ea e ��4"Overlap I -I 3' Minimum level 6" Anchor slot alternative 1' Spacing on Staples *MINIMUM ANCHORING SHOWN � Fold under 6" - EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) 2 EACH D 1.11erotring or bosh ennhg (a9.. %anPtl tl1ecM1argeq imnchch/elich w4 b drainage) rNattl to the cmstnctM oNNty Mai may hpw [shale or henta etlht lads) dxharge ramust M tich leato a tsnporay aPermanent wdmentatlan bean m We Pnjep At I be pearoln Geehwge hem M. frrpwvy w pnmment eedmenbtM baht must M Nwdly d•rk.e to anus adequate bstmene h dbnW cl the boW me Mai whmw can prior (Ewa Mhn. R. 70.50.0ce, whP 2) us not result hen Weattention. m. If 2. rater, earn,[ Inas water H rexrst be hew xltn tM rla[e BNPa cod Mat w dad .d to a mtlh\enYNlm basin prior [o entering Me M. oPProp ori P 9 The Permltma • must ensure Met dNdh ante a tl4rliwge deet not adLveYy olM1c[ the recelrhg voter m e«nlbwm Imdonvre. ThOaria p e tl.gaatdy pree.abe horn er..1.n ane scour. The el.dargs mums he dlyretl our wtanl .a.x nprap, .and bap, peek auetbq, w aM.r Wide. erwgy dlasipallm measures. Adequate sedimentation centra mwm eama awned for dlwharge rater that cmtane wepetl nd Wide. Ace ed n a monruer ma! doe not www whims aantlkM swan n 2.a1 ter from dergta,Yg m baro dra'n'rg wnvR'w must be di g , recaNlg chmnaa or on d«dope PrWertiew w nunacen In xetlmM twang Ngni( t arise. Input to We rvtlmd EW° rnONc AND MM.u. 1.The PermRtee(e) (tlhr We oener or operator, whwwr Is Idennhvd h We SAAW ) must rwthay Inspect the mtw cmviracnm aha at most was easy snm (7) day MrMg active construction and within 24 lease Chun a minfall event greater than 0.5 Inches In 24 Iwurs. Fei«Ing an inapectlon Mich Dawn NMn 24 hours after o rdnfull even4 Vu ILaf inspection must be conducted within amen (7) dyer all that gal hmectlw and mdnlenance mntlucttl Mrkg construction mast M waned in writing and the: remras must be ommed with tM SNPPP In accordmw NM Pad IILO. flecaW of each In4wtlm and mahtrwnce actlNty chat Include: a.oata ma leeno of n.pwnmw ..Noma of ssm conduct In wtM c.Flntlhgs of coons w, hdutlinge cammendtMv ice cmactlre actlanq sin m) kh 24 a htlNtb: d.Comectlw actions token (Including dates, tlmeq and party cnrrp q ) I 0.5 Inche h 24 hem aoate area mhwm o dI ramal events rests Man I z Ind ( ) 9 / f. Oocumts of of manges made to the SWPPpermanent as over, In Port ILA4i ens 3.VM.re Porte of Me amdnatlon dts kin partnmont torr, Wt work ctimminutes m aMr part• of ca atq aH W,Me p We areas d Permanent caw may a r.aactl b was pt, mono. con.w canchrvaeM ora Mn pmmanenl a.r m au .kpw.e ..n cow and no t,btl of mWw 12 mmm• w h tMa ma enan u• an.. ma .nor mast a ha a vas r construction pclMt b occumn m ere m hapM.a p ( ) Y g Petr malt mer mtl w conefructM actlNt .dMe may be Following M. tr.IrM mmM or , bap y be ceased Mrhq fnaen grand .tltiw) g Pmm Y terminated and ran•Wclbn aclMly, It once again Initiated or some n ml In salting by We MPG. Whin work has brh wapsetltl due to hoien .it rmdlMe, lira masked Yhepwtkw and maNtr.ana edeMN mast begin NMh 24 nears oke rmaR man at me eke w pr1or Weaken raumhg msn sediment MMAeer mmr int. 4.AII aV" prewntM and women[ central B1Pa mast be ithAT 2tl to enew ntey and anectMneee. I nonfunctional mtl BIAPa mud be modgmd time Prod 1 wppithod ed tXh Nnpbrwl BMP. must 24 lawn ens speedway.plywith a he wen w hew conditions dlow mince ml. mother ands home le Nedfltl ba«, ills PermHtee(e) must nwelbabe aha campy eIM tM rdl«Ing Inepectbn and mantenance reba: a.Aff W aal Nt fenchow mop a rgoktl, reported. it h 24 holawntee Men Way became con NwMa td We sediment roaches 1/3 of the height of the fenretail mu Those rast be mase NMh 24 n of ehwwy. or w tom w field cmelnom N. actors, b.Tvmpwry and permanent sedimentation beim must be d.alntl and We wtlkwerrt nmowd when We depth of stllmmt collected In the town reaches, 1/2 the storage wlume. Wattage and nmawd must be mrp within 72 lawn 0 darner. or as soon w need cmdR'Ions dwaw a.m (ase Pmt LVD). cUrface watre. Including drahogv ditch and cmwynce gatenq must be kvacttl for Mdalce of realm and atllment dgaltil The Pamdttee(s) must remove all deltas and sediment miaslttl n wrthe waters. neudng drainage ways, catch basins, and other walwa Motemq aha nstdAlze Me meas Mr• atlkweed remavd wAW h ewwe•d end. The remowl and stdllzatM must lace poor oil seem (7) day N dlscowy mleav pncWtled by laid• regulatdey, or Physiicd auea m•Mwhls. The Permitted chat use all reasonable effort• to obtain amts. If prei remold and atoblization must Yoe pian NMn aewl (7) adenlir say of obtai" The Prmltt« I. wspmable for cmtophg 4 lois. regland. Naha and laded aMdemev and receleng any .pplcal pmmly pride b conducting my yak. dCmatnpbn site ethics self I.tlw must M Inglecled far Woun.. of aH-enq comment borkhg to pause wrPo.. Tracked Moment must be remorrd hem dl pane wrleca, NMn 24 hours of dl•cower,n a If rppk'ddw, rite a NwW thin. b mmfily NM Pmt Was. n1M Prmlttw(•) are n4mable M the operation antl molnt...... or temporary and pnmment rater quchy management BWq as "I os all modcn prewntM and wdment cmhd BMP, for Me thwtlm at the construction work at We dt, The Prmltbm(s) we rrgarstblw antl moths Permllbe hoe .mantl dontral dccordng to Part 11.45 ow ori mea of the ate Mat hen not been thirdly •Ideate or the eke has urMergane Md Stablhph, and a NOT has teen wbnkw Yo Hu Wil 1. if aadrnent ewapse Be ooa,JuotM site. off-snd acwrrrubtlw of esmnent must De ramowtl In a manwr and at a freaunoy wM A b mhlmlze off -.Ib Impacts Co., NIIII eedpnwt h strata mad be wahM Mt. Nam were by Mu azt ran and/or pow o wfety hazatl to owe o/ pudic WYwt.). Sal InMwtlan m. must be hatchable to ... tet no s dlment hem angaing mn•wetlon wHNfy Is rearing the InWlntlm aro. me Wase wore are protected from comicapwon Me to wnewctlm ewlpment drMg acaee the nlRtratM am DUMP STRAP - 1• (25 mm) R®AR FOR BAG REMOVAL FROM INLET SILTSAC( EXPANSION RESTRAINT [1/4' (6 mm) NYLON ROPE. 2• (51 rerun) FLAT WASHERS] DUMP MAP ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATCH BASIN INLET PROTECTION - SEDIMENT FILTER SACK TEMPORARY FENCE r- I• m 2• MuMED inion D FIBRO No e 1W NN. REtERSE CRNIFM 0 = S NX.. 8' wX. A -A W = 10' NLN.. go' uAx MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETATION a� DIVERSION 4rm1 w seas am m Rel dM � low asp sora oras w.l REAR YARD CATCH BASIN INLET PROTECTION DOZER TREADS CREATE GROOVES PERPENDICULAR TO d°' till ii y SLOPE GRADING 6 � Of '� LCV CO O a. w a O 4rm1 w seas am m Rel dM � low asp sora oras w.l REAR YARD CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN F The Permittee(•) Nag Y,ploment We fdwln9 pdpM preretinal managanent maawra an the alts t.Shcd Waste: Collected atlMent W,Mlt and whorl. milhgq Bwtng eebn, paper, plastic, fcbrk, canafructM and aamditkm delete and other rwtse must W di.p a of property and must comply with WCA disposal rwuksmmte. 2Hamrl... NatMMW Oe. ht mean Mzwdwe cabstand. must beproperlydtatl Includn gwdne. poseome to of raven[ Y p cry D Wile, leaks or other diwha Restricted oaten to a!w must be winded to con! vandd'um. Sime 4 a T waw p pt, pe and d'npwd of hwardw. V. must be in mrpfma mth All Midas; us 3.Ektomal ver, d p coda aha oMer a degructlon .daces must M Iknited to a eeflntl coo p the ata Runoff moat be cenldntl and waste properly tllepovtl at. No rine eegnoaNq h allowed an tll. 4.Cmwte waNwt wished: All liquid antl volt wastes anrat•d b c trete xa•heut a tens must be cmtalned N a Iwk- f Ice 9 Y m liwt perm onbldeownt line, Th m•aits Thr. A compacted da tbv Met dee• mat allay washout y tnpwr p y • Iqubw b enter graved water h cmeNrtl on onpmm.ablo llama 1M couual and cel roes must not contact eM teryoxiefd,a aha Mw must net MCA i ham the mweb ust cdut h hedged or aroma Ligula and •din to much be n.l ossa of pent and n to e p NPOA wIthes. e. A Nqn mast e hstallee aejpcena to cod wade! fcagny to bfmm conchae aw(went apsaton to utRae the proper tapmw. 4 FNAL STMIIJlATpJ The Permittae(s) must ensure F 1 Stdii¢ation of the ate. Md Smolizanm rwuiree all of Parte IV.0.1-5 or Part Was. 1.FIna1 SWblllzatton nquka that alt WA daturbing octlNtlw at the Nb haw been completed and all wage must be Nabtatl by a uniform p.rmnld rmgstatln dower with a der,dty of 70% aver We antim peke uz eurtaca area, or other iutwlmt mean. w b prewd con occurs under eroaw condltiw. 2.1l Permlttea(a) most swum Mat We permanent atormwotr treatment system meats all requbemmm h Part III, G Thre hduaw but W not IbrNw to o Mal cMan wt of temporary or permanent eedknentstM beans Mat w to M dot i as Pmmerrlt waM wdtty mono amen[ M.he and And mutructlon r maintenance of lefft em bake. al sediment must M 9 ...a M1 e aha o a ora .n • tan Imus ys ditches must M et .1 M eIM permanent cover. ].Pnw to rAmWlm ori a NOT, al We aftry or h dl.which and NnctuM swim olble. tbn me sediment edeco decomposes (cum w At (ence) wt be legal man le • p We atte far wnlcn me Pmmttw h .rot. BNP. designed to an este w come p.rtkn .wpm a as k ecompae ori o be Inn in comp oa) may placer 4.Fw dm residential canatructlm only, hdhas b Iota are considered a nematode vtde has if the old! to We an owner.flinlahwt twnpwy raison protection and a«.thein[ pvlmetx contra has been ampsttl and me nakance waw teem wM to the homeowner. Additional the Pmmilw must eletrlbute the MPDA'a to the h.comer b Ivform the hamevwwr st tie peed fur, ave bmeBb p, permaw¢t seer. 6.1nm cawtrueHm pn)eby of land used yar eyed III purposes (n.8., Ptican an. save ozop m evLpe Innd) RYpel Bbbllteetbv mer Be act®p1hMd by nturabs We Netwbed Lend to Ib pncaa4ucfJ® eRleptwel ora 8.A Permltw may twznbNs permll caverw{v prl r b comphtl® M aU mactnxtlan eatMity H ell p w fo8aw1kni owdltlwa doe met te tlditLm b Pel Ig.O.B lbrvuih Part Iy.49 end erhen eppllaNq Part I11.114 m Part W.G.S. e. Construction wHrltl bu euwtl [a et teert W days. h Co lest ion (ter e.) of W d for at pnpmtl wW. gWreep W tl7lty he• been completed sad wrmeawal weer esbbHshed w thea arwsa a. On areae whew oaabvatton aaUNty b net oompleb. permepsnt weer by Mea eebbtlebed _7 N£ .:g r `lays i3M E c'. doIF m a '= ° `" •: E f Pah= .r£ II" ,.L 3t� LL ver n.`r Y L 1 R g r �os, r F pion Fp N ,r p "�.t r 5 lar ri 4 I uL SILT FENC= ENGINEERING DEPAIfWftHJs tud"W 5.30C PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: COUNTY CONTACT: /µOW f): Y J' auX gtpSRp <y-* I J`P4 5 1t41NPPT1 FOF NY'Cf'Yil S s IN 41NaUMN ,J- OFF BEM2 TO V V IVIIE RJVQ�7 F?CM 51E DLE2 FAbP C Nor: TO'TI'TO'AN1d1-'. N(aAIIBE hF..LH RCF HY,:M ROCK CONSTRUCTION ENTRANCE me «czo ENG NEFRING DkPAKTNEM sena rl&. 530! SUILNLNI WAP NMI Po TIIP C 3" 5'IN�C LLC 5lNe0PE. VY.. t`5, .k_S i,GNJkFf. M1IV CNbVUAL 9i d'Yrf LW VG SJhVMHK r M." < none t1 •)-I �! tsJ.S tF.mq st£ iFMr IT_ -:i2 rf rlRF .IST1: •. M'!nrti':.JWNRv y` VNiTFS h CL_AR IYJlui 4LjN.a J: V[:1 Fl,m _4'LVI ML' k9L.C_ l ICllll I` uwiiJv m1i abu NeRl, ]. REUC4E OEBRfi)YCN�iT FfiCY N+:E'IA"._E MIEi FKV. RJN EVFVI". Ia1R CATCH BASIN SEDIMENT TRAP x"'fm. 1 la ENOINEERING DEPARTMENT N� Na 5302A JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER TYLER HASTINGS - MPCA CHIP HENTGES - CARVER COUNTY SWCD (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2882 (0) (952) 393-1146 (0) DOZER TREADS CREATE GROOVES PERPENDICULAR TO d°' SLOPE DIRECTITREADS HORIZONTAL SLOPE GRADING WIMCO ROAD DRAIN F The Permittee(•) Nag Y,ploment We fdwln9 pdpM preretinal managanent maawra an the alts t.Shcd Waste: Collected atlMent W,Mlt and whorl. milhgq Bwtng eebn, paper, plastic, fcbrk, canafructM and aamditkm delete and other rwtse must W di.p a of property and must comply with WCA disposal rwuksmmte. 2Hamrl... NatMMW Oe. ht mean Mzwdwe cabstand. must beproperlydtatl Includn gwdne. poseome to of raven[ Y p cry D Wile, leaks or other diwha Restricted oaten to a!w must be winded to con! vandd'um. Sime 4 a T waw p pt, pe and d'npwd of hwardw. V. must be in mrpfma mth All Midas; us 3.Ektomal ver, d p coda aha oMer a degructlon .daces must M Iknited to a eeflntl coo p the ata Runoff moat be cenldntl and waste properly tllepovtl at. No rine eegnoaNq h allowed an tll. 4.Cmwte waNwt wished: All liquid antl volt wastes anrat•d b c trete xa•heut a tens must be cmtalned N a Iwk- f Ice 9 Y m liwt perm onbldeownt line, Th m•aits Thr. A compacted da tbv Met dee• mat allay washout y tnpwr p y • Iqubw b enter graved water h cmeNrtl on onpmm.ablo llama 1M couual and cel roes must not contact eM teryoxiefd,a aha Mw must net MCA i ham the mweb ust cdut h hedged or aroma Ligula and •din to much be n.l ossa of pent and n to e p NPOA wIthes. e. A Nqn mast e hstallee aejpcena to cod wade! fcagny to bfmm conchae aw(went apsaton to utRae the proper tapmw. 4 FNAL STMIIJlATpJ The Permittae(s) must ensure F 1 Stdii¢ation of the ate. Md Smolizanm rwuiree all of Parte IV.0.1-5 or Part Was. 1.FIna1 SWblllzatton nquka that alt WA daturbing octlNtlw at the Nb haw been completed and all wage must be Nabtatl by a uniform p.rmnld rmgstatln dower with a der,dty of 70% aver We antim peke uz eurtaca area, or other iutwlmt mean. w b prewd con occurs under eroaw condltiw. 2.1l Permlttea(a) most swum Mat We permanent atormwotr treatment system meats all requbemmm h Part III, G Thre hduaw but W not IbrNw to o Mal cMan wt of temporary or permanent eedknentstM beans Mat w to M dot i as Pmmerrlt waM wdtty mono amen[ M.he and And mutructlon r maintenance of lefft em bake. al sediment must M 9 ...a M1 e aha o a ora .n • tan Imus ys ditches must M et .1 M eIM permanent cover. ].Pnw to rAmWlm ori a NOT, al We aftry or h dl.which and NnctuM swim olble. tbn me sediment edeco decomposes (cum w At (ence) wt be legal man le • p We atte far wnlcn me Pmmttw h .rot. BNP. designed to an este w come p.rtkn .wpm a as k ecompae ori o be Inn in comp oa) may placer 4.Fw dm residential canatructlm only, hdhas b Iota are considered a nematode vtde has if the old! to We an owner.flinlahwt twnpwy raison protection and a«.thein[ pvlmetx contra has been ampsttl and me nakance waw teem wM to the homeowner. Additional the Pmmilw must eletrlbute the MPDA'a to the h.comer b Ivform the hamevwwr st tie peed fur, ave bmeBb p, permaw¢t seer. 6.1nm cawtrueHm pn)eby of land used yar eyed III purposes (n.8., Ptican an. save ozop m evLpe Innd) RYpel Bbbllteetbv mer Be act®p1hMd by nturabs We Netwbed Lend to Ib pncaa4ucfJ® eRleptwel ora 8.A Permltw may twznbNs permll caverw{v prl r b comphtl® M aU mactnxtlan eatMity H ell p w fo8aw1kni owdltlwa doe met te tlditLm b Pel Ig.O.B lbrvuih Part Iy.49 end erhen eppllaNq Part I11.114 m Part W.G.S. e. Construction wHrltl bu euwtl [a et teert W days. h Co lest ion (ter e.) of W d for at pnpmtl wW. gWreep W tl7lty he• been completed sad wrmeawal weer esbbHshed w thea arwsa a. On areae whew oaabvatton aaUNty b net oompleb. permepsnt weer by Mea eebbtlebed _7 N£ .:g r `lays i3M E c'. doIF m a '= ° `" •: E f Pah= .r£ II" ,.L 3t� LL ver n.`r Y L 1 R g r �os, r F pion Fp N ,r p "�.t r 5 lar ri 4 I uL SILT FENC= ENGINEERING DEPAIfWftHJs tud"W 5.30C PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: COUNTY CONTACT: /µOW f): Y J' auX gtpSRp <y-* I J`P4 5 1t41NPPT1 FOF NY'Cf'Yil S s IN 41NaUMN ,J- OFF BEM2 TO V V IVIIE RJVQ�7 F?CM 51E DLE2 FAbP C Nor: TO'TI'TO'AN1d1-'. N(aAIIBE hF..LH RCF HY,:M ROCK CONSTRUCTION ENTRANCE me «czo ENG NEFRING DkPAKTNEM sena rl&. 530! SUILNLNI WAP NMI Po TIIP C 3" 5'IN�C LLC 5lNe0PE. VY.. t`5, .k_S i,GNJkFf. M1IV CNbVUAL 9i d'Yrf LW VG SJhVMHK r M." < none t1 •)-I �! tsJ.S tF.mq st£ iFMr IT_ -:i2 rf rlRF .IST1: •. M'!nrti':.JWNRv y` VNiTFS h CL_AR IYJlui 4LjN.a J: V[:1 Fl,m _4'LVI ML' k9L.C_ l ICllll I` uwiiJv m1i abu NeRl, ]. REUC4E OEBRfi)YCN�iT FfiCY N+:E'IA"._E MIEi FKV. RJN EVFVI". Ia1R CATCH BASIN SEDIMENT TRAP x"'fm. 1 la ENOINEERING DEPARTMENT N� Na 5302A JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE JOE SHAMLA - PROJECT ENGINEER TYLER HASTINGS - MPCA CHIP HENTGES - CARVER COUNTY SWCD (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1165 (0) (651)-757-2882 (0) (952) 393-1146 (0) DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 to Em V d°' c Ta w o- . Eo�o L W cn 6 � Of '� LCV CO O a. w a O t H m°ate«o8 M m O m �OEmy' �1 Ln w w In � IIB (kf Z � N - ZD � V dos � Tm .0 a V J � (/) d ..m• yen' C) O � z S n 00 W V / � N C\2 Z Z m Q) X W w �E� I z w p X CN = V (n U r } W o Ito N rp 0 v I D O Cr, Iw.�[ N of 00 n lin v� W U ler') tT W Z mW /� Z � � V Z J o O N C1. d DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 to Em d°' c Ta w o- . Eo�o L W a oa N Y L 6 _O 2 '� LCV CO O a. w a 01 m 0' c 0 as m 0 p H m°ate«o8 m O m �OEmy' �1 w v In J C Ten c c - 00 O ° au MIO to L0 r7 Ta dml mJ m�m-3 0 V dos � Tm .0 a V J � d ..m• yen' C) O z DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 O F H �1 v to L0 0 5zM O C) O z W O N W W C\2 Z Z O X W w �E� I z I InII In Q F V) = III��\ILII (n U r } O< 0 z0 2 Iw.�[ O W lin v� W mW DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERD PROJECT NO. 22881-10 C5 _..�'` C�� `•. f IF s _ , t� i t t 1 1 � � ! J i � 1 i k k 1 � r�-�_ (`�- ,r.. _ --.. __ ._. --, -OI-E• -` "` — -----� / , / ! �--_ _ _ ----- j / /- .,i'' r^ �y ^-- — — _.-- --' _'- ✓1 ./ ®� ..- 1 * �� r, i I ( t /l t I // `� I ! ik ( / / ' r . j _.. -_,.._ — i -- I/ tJ P�r_ .--' t 1 ✓P Ij I f/ ! I i/ I ft � f � !1 I � ! � t 1 LOT 1 f �\ I It J I // / I / { F� f ` L� �` ) ( I I .1 — .._ �}_.1` ! s t — — C _ I f � ' I t I/ .-......,.. _ � -` °� f/ r' / I 1 t t 1/ r I // d •.�;� � l �� t� cb <b ' § cdJ •- f : -' _ __ — TI~ ~ � ,�' � t� ,� `�� f ; I i /I I / ; ..•'' �. ..-�..s.... � ^ CID jq { 1 I 1 i -' _` _ I , ..sem' �` I t i i : �n w-,.- • �.. f -- —---------J�/,t F i`kGATE-----------�� 3 �a4 t — � � ' � V �\ �\ t / / . t.. / ..- .-� 3�� ...- 0'`� .•' �`A % ' \ \�� + f / t I i ?� _._. / 8 CY I e 9 p Olt \ jEE CIT: TaiE I / It 6" PVC PERF. DRAINTIL, . CL 3 Rk�-RAP P / / / 15 �rrE16 i 1 v I�C�Ch'1cpl CT II w r®— L_ , ---� _��__ l .. i f -F i `� STOCKPILE AREA - r 6 i e — IV. n °°a \ \ \ � � t ,• - l r � r / t ) f I � I I .s �� a / � r A n .. � •••--� i t S j I I / � -..r ' % .r ?r J ®�. ..r / / ._- f�-�'% *C / t ,� � n o i t t 17\-4 {l � i 4 I `\i \� ,.,�, i� � � �' 1 I � / O e ,,'• / � / / � r / % J / �, f � I i `t f \ f ,' \ O �t� LOT 2t�` b� `'\ yyy \ P > Pf 1 \ V� A _ 1 z -�• l! \ �� / ✓L i\ ttP° i \ �/� �\ �� \\ 1 ( 3 t tl > /P f// /t /f i / J O �\ O �// \ 1 ?DO- DO `,, � � r+ ti `� �� v� •{ � vv i / i � I t � �t � it � I /'� I / E < 1 �,,,. { �. -4 -- 1 1 k T 1 R� �' � 1 �' II �,� � {t5 y I r -4, r-, � � Q �J4j.j } r T SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E E V p c Tp « W CFO a o p C C a O N N O M S M ��aoo W Oo� - p E s � � 6 in Z N U p s C1 U p� W O U J O O t O. y NU p,p � S 00 C!)Cr)C N m ■ W Wx �L Z O Z Co o V� N CO O lo E W U Z cc Z L 0 z o a- 0- z o I--1 r� F+�1 A z zz o r� zm U A0F o O V) J z X Nz ow P-4 IFF-4rifzpo oM LLJ IN •.•.II �i az � ~ OZ V) r U ZO o < [r] 14UCD 5 U z= IFF -40 W� z pl) w w FSI r DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERC PROJECT NO. 22881-10 C6 E E p c Tp « W v — E w a o p C C a O N N S ��aoo Oo� - p E s � � 6 in .. tpn U p s C1 U p� W O U J O OSI w p .+ T C 41 t O. y NU p,p O z o I--1 r� F+�1 A z zz o r� zm U A0F o O V) J z X Nz ow P-4 IFF-4rifzpo oM LLJ IN •.•.II �i az � ~ OZ V) r U ZO o < [r] 14UCD 5 U z= IFF -40 W� z pl) w w FSI r DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10ERC PROJECT NO. 22881-10 C6 91as2- `q r vv�v �� ! t _ _ -7 r \\� A� If l ---L- / / ! �.� I A- J I J } C l � / J Ile ( ! I f I ✓ - ' ! t / t ! I ! tI / \ t SCALE IN FEET 0 30 60 90 l 1 inch = 30 feet _ ��\ rr / I JI It !IJ/ I % t t _ ✓ „! I , f _ �l / ., _ � III PVc -6" BENCHMARK _ I EX TC ,`"-- -tooas5 ii TING FFE TOP OF IRON PIPE AT SOUTHWEST CORNER EXI 1009.00" - OF SAID OUTLOT B. ELEV. 1007.80 FEET f / / I f If loll• lo 9EX TC yr X1010.60 LOT 1 { E aEX GS X TC/GB' % RIM 1009.90 EX STMH ui ^ 1009.591 1010.39 A ,,EY F INV (N/SE) 1001.50 •{'' 010.20 �.. • / TC INV (SW) 1003.00 = Tc \ ! { 1 ! t\ { 1 ! f t I CONSTRUCT CONCRETE ",; lo,o.as 1 ! 1 / V v \ y I I f I ( / •\ I t t f/ / / I J /.., f t f VALLEY GUTTER EX SSMH „ L_ RIM 1011.46 REMOVE J II / r %t t J��•__ , / 'CURB kINV 989.24 2+7412 1010.00 GUTTER TO END RAD Ex CBMH0 RIM 1009.36 V r / a � INV 1003.27 r / f� /-' 1 i t J ( l 1 // / \�•,,.••-^--_• � '� / / f f { i l l Ii rJ �/'} } .='; ,, / / I ( } i t t ( % ''•. ._. ...._•• \ / A / , i ! II is:':_;I EX FES / Lv! INV 1003.70 REMO f / ✓ � i t I / J t i t} r r v ( I I I a EX TC OFF SIT AND DIOSE d c -� js ,� S� t / / �t : 10 0.5 Gs 1rno.5�� . o l / �� GS ,010.7 ^1011.63 TC r/ �/ / \ / / ! ( I i -.-.-/ ter'' 0 ( \ I { Ct I I +• 11.07 TC d+� 0. 0 ,011.47510.7 GS LF008.0 1010.5-- ---------�+- S6 ,p,ps101 t Il / I l .. 9��` r � --r � d! t � \1 I ��- � '`�"----•.„••• �-9s�1d'``�� // I I t }i t �� I o , ��0 � V1010.9 � ,. �� o � � •.•. // // / ff/ / l tt � � fl }1 1010.5 o -f `\ /� - f FILTRATION BASIN (SEE DETAIL) P _ I BOTTOM=1008.00- h I i / GS �a PLUGS AND LIVE PLANTS SHALL BE \ t 1 / t 1007.5 UTILIZED IN FINAL STABILIZATION \ Cv GS / GS 1010.6 1010.5 a „ t GS / o / €x CBM �• ', J t 0 / 1 I 1 / / \ \ --- I / ! It !t 1 ip6I' $ ` r 1010.6 G RIM 10 a.2/3 // 1 10.5 e. INV (E 1010_9,/93 '2.00% /` INV (NW)� 9.06 / h JJ Illi 101 \✓ �. `\.�. >�. /-`� I // ( / .i\ �` / RL C'I,;,f GS -3.00% 10100 1010.5 1, of X01 � -�� 4 \ \ \ >>\ �0�2 , I = Ilk" \ / 1°` r 1�1 _--_- i014 f I �� \\J \ \ 1 l 1 i r I / •} ✓ J 1 MH \ �z ` - % \ !. A I l ✓ r /"` � f 1 1 ' �. 1/0 `ick,• / a�` � ; , � / � / / / " ,„"-' ! EX GS V A a- -- yi // J f 1 f! / �/ 1019.28It \L'�\ \% v { �96v Tc t l f �/l t t P 102 V r f d f EX GSloin � .50 0.52 TC/ 1018.81 / k! t,1' ;U,8.48 x 2 (;Ir` 1 18.07 C I TC EX CBMH ✓, % p ' V of 1 9.42 .... ~ - - ` r- L �" \ } } I \ / J I I O 07 45 TC 1019.68 REMOVE AND DISPOSE " l } 1 t -i.- �' I \ A } "1' �--' r r /' �� r 0/ J l! I j}' / .. C� 1 / f � .-- / / 8, z / RIM {020.42 { { I 1 8.33 ~ 1019.61 OFF-SITE l f EX /TMH - 48" OUTLET STRUCTURE 4 \ \ } r / .� " RIM 1020.89 a RIM INV = 1008.50 \ \ i \ / J 4�rs(7 I / SEE DETAIL ON SHEET C9 \ } ! 1 \ \ \ t t ( r r/ ' / // / / r �J j / j f { I 3' CURB CUT ?00 EX AE // l J n ELEV. 1010.00 , \ \ i \ \ \ / / / / J I I 5' WIDE FILTER STRIP TO RG \R 0+36.83 / EX CBMH 100 YRHWL- \ \ 1 // / s / I t 1J, 1 t �, ti ELEV. 1008.50 _ J 1008.72 / ! / 0 a 1019.18 ! `J RIM 1022.13 EX CBMH ELEV. 1008.00 �p l J t / J t r I j i / ! j I s` �� TC ' RIM 10 9}s�� ! f - _ / / '� { j Opp % t /1019.61 / f Q - 22.32 ;• cp �✓ : >.::.,.:.:. :'•; : I- i - - SITE D DISPOSE � } - �- r �^ �^. J t f i t REMOVE AN O / /t ... .. • , �:: { :::,.,: •;_ 36' \ � C \ \ J / 1 I Rr' OFF- / / <. ELEV. 1005.00 I...,,<':: ):."'i': ..'1:_ _ } 1 i f\� \ \\ \\ 1 f t! LOT 2 J J/ j rj l j J 1 / t o441 ( r) V \ ..A.._• __.a._. v � 1 I / / / t / ! ! j pry `� � / Z � 3� }} 1 / i 1 \ \\ ♦- \\ \\ �- I f! /J // Jf rr /t t %/ 1 J ' 1 / l � � }� } )( ! I A V vv �� v I t / / ! if k��, ✓' ��" � /" l 6" PERFORATED PVC DWIN INV. 1005.50 GARDEN J / RAIN t DO I / f l / r ! ,� BOTTOM: 1015.00 36" ENGINEERED MATERIAL f / / / / e ! ,` TOP: 1017.00 J 1 N - 70% GRANULAR MATERIAL - COARSE WASHED SAND - ASTM C-33' / \ J / j I I ! / MN �✓ Q / �, � 1 I f / / ✓` f7 /DOT SEED MIX 33-261 - 30% ORGANIC COMPOST - GRADE 2 LEAF UTTER COMPOST \ I I t ( I f t 1 11 I ! lj �•✓ f �/ 4 "pl / l l J NOTES: i \ \ \ \ \ 1 4 I - j� "--- - - J - - -f - _ "'� - a� 1 1. FILTRATION AREA SHALL BE TILLED AND DISCED TO A 2' - - DEPTH PRIOR TO PLACEMENT OF ENGINEERING MATERIAL \cb 2. MULCH - DOUBLE SHREDDED HARDWOOD - 40 DEPTH IT 3. FILTRATION AREAS SHALL NOT BE EXCAVATED TO WITHIN \ A\ \\ \x \ AV A i (� I' ``} t\i I fr i / ! 1 �✓ i ~� �° I �C f J l� l / / 3' OF FINAL GRADE OR SHALL BE KEPT OFF -UNE UTIL CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED/ I 11 t AND FULLY STABILIZED m 4. HEAVY CONSTRUCTION EQUIPMENT SHALL BE KEPT OFF OF FILTRATION AREA. } } l } f \�� \ \ V \ } \\ V i 1 i 1 It 61) h \ 1. TYPICAL FILTRATION BASIN (NTS) It - _o �� t/ IV l 4jj EX CBMH -RIM 102..2.21 _ / EX- �:> --'RIM 1021.89 - _ --- E MH 1020.46 ■ E v C T O w a W to a U 3V...9 h M w L0 o ca$oc� Z 04 N - 2 C J Coo U o OD N m M on \ U m W N V'O, yO 00N r L m `av owin o N =0) ■ w z o C7 � Z w o V/ N � o w a) v Z Z w J o z Lo N d DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1OG PROJECT NO. 22881-10 C7 E v C T O w a W - E-76- w a U 3V...9 h r d 0 o O0 o ca$oc� 2 C J U o OD N m M dt` T W U m W N V'O, yO r L m `av owin o DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1OG PROJECT NO. 22881-10 C7 IN 11 I �� 1 � It �� '^`••d v�\\-•,� I'"' „� `...--°�� t /� 1 (/� j /1 / Ij `•,,,`'-�� ,� �`wti`-C I , \ h -4927- V it + i s� I II 1 i _ I I � r i 1 f, = f � � j LOT 1 t , h 1 :f t , ,ry J I IF,F✓ _ A 247 24�/ l it .� l ,_-- - " f J / �,2 i • 1 240Q �39 ^✓ I / YY� 5 3 11 45 1m ;� Vf /Id to $�x, / //// /� Q ' _, ..:,_> ,, a fd \ \ i� /i / I `41 1, •� =r, P -1 -- I , 1 ! 4'4 43� �-� ; ,-,. �3e 29 3� \x } -� - --- -----------1--- �- -i - - �GATELVE Ed 28 IFJ X30 f1g, 7837 t, V A \ \ 4J��jI t � Y FIF CL 3 RIIN-RA? CI %{ I SI SEE CITY TAIL 6" PVC PERF. ORA NTILE�J j IF \ \ \ INV_ 1cc5.so N� 7835 L QCKI111 7881 17829 -178so \ L r` -IF- f 7 v,..�,10, �4 - 783 7834 j { \ ! d % _ .+ v� �< a ,7632 //` v . t / \ 17830 / / < / { / / ,7858 1 1 17833 / \ \ � \ �� ✓ I /IiJ� / / 1 C) 17 5` 17828 FI 7827f, /17823X(17822\/.CN CkJ If i if / iIf 7820 TREE PRESERVATION LOT 1, BLOCK 1 ENCORE SENIOR LIVING BEEHIVE HOME 2ND ADDITION April 3, 2015 TREE TAG NUMBER ELEVATION TREE TYPE Q' ww 2 Q O w M Q D w N w O R w Vl w V5 LL O > O W w y LL O w K ~> W Q U) O Z � O w w O Z w w w m H UU5 LL O O Z I w w � � W � H N LL O O Z 217 999.13 ASH 10 9 X A r00 o U 1 0 0 0 228 1013.13 LOCUST 22 Q:P aU �-O X Z N 0 1 0 0 229 1008.18 BOXIELDER 26 LLI X X � o 0 1 0 0 230 1008.08 ASH 16 N0) m X ■ W 0 1 0 0 231 1013.15 BOXELDER 31 o L¢� X CD lo� 0 1 0 0 238 1005.17 BOXELDER 10 o V♦ ) X `n 0 1 0 0 239 1010.37 BOXELDER 30 X � 00 1 0 0 0 240 1010.24 BOXELDER 20 Z X v Z 1 0 0 0 241 1011.68 ELM 20 X C4 0 1 0 0 242 1012.11 BOXELDER 18 X 0 1 0 0 243 1010.06 BOXELDER 14 x 0 1 0 0 244 1008.25 BOXELDER 16 X 1 0 0 0 245 1009.71 BOXELDER 11 X 1 0 0 0 246 1007.09 BOXELDER 11 X 1 0 0 0 247 1008.21 BOXELDER 12 x 1 0 0 0 248 1008.46 ELM 10 X 1 0 0 0 17820 1021.7 KENTUCKY COFFEE 15 X 0 0 0 1 17821 1021.65 FINE 16 X 0 0 0 1 17822 1020.83 ASH 12 X 0 0 0 1 17823 1020.66 LOCUST 18 X 0 0 0 1 17824 1020.03 LOCUST 12 X 0 0 1 0 17827 1020.78 ASH 17 X 0 0 0 1 17828 1020.23 GINKO 13 X 1 0 0 0 17829 1015.53 ASH 13 X 0 0 1 0 17830 1019.66 BASSWOOD 19 X 0 0 1 0 17831 1017.85 GINKO 11 X 1 0 0 0 17832 1019.11 BIRCH 10 8 X 1 0 0 0 17833 1019.35 BASSWOOD 27 X 0 0 1 0 17834 1018.69 BASSWOOD 18 X 0 0 1 0 17835 1015.44 BUTTERNUT 17 X 0 0 1 0 17836 1011.49 ELM 12 X 0 0 1 0 17837 1013.7 BOXELDER 30 X 0 0 1 0 17838 1013.45 ASH 29 22 X 0 0 1 0 17839 1021.64 KENTLCKY COFFEE 14 X 0 0 1 0 17840 1020.76 BIRCH 13 X 0 0 1 0 17641 1022.5 ASH 14 X 0 0 1 0 17842 1022.41 BASSWOOD 13 X 0 0 1 0 17843 1022.69 BIRCH 11 X 0 0 1 0 17844 1013.28 BASSWOOD 16 X 0 0 1 0 17845 1012.73 ELM 24 X 1. 0 0 0 17846 1010.73 BOXELDER 23 X 0 0 1 0 17847 1010.48 BOXELDER 16 X 0 0 1 0 17848 1008.12 ELM 10 X 0 0 1 0 17849 1005.14 BOXELDER 11 X 0 0 1 0 17850 1004.09 BOXELDER 16 X 0 0 1 0 17851 1007.26 ELM 9 X 0 0 1 0 17852 1000.52 BOXELDER 14 14 X 0 0 1 1 0 17853 1003.23 ELM 10 X 0 0 1 0 17854 1009.62 ASH 14 X 0 0 1 0 17855 1012.91 BASSVvOCD 18 X 0 0 1 0 17856 1012.79 ASH 12 X 0 0 1 0 17857 1014.44 BASSWOOD 22 x 0 0 1 0 17858 1009.3 ELM 11 X 0 0 1 0 17859 1009.03 ELM 112 1 X 0 0 1 0 17860 1008.42 BOXELDER 13 X 1 0 0 0 17861 1010.62 BOXELDER 13 X 1 0 0 0 17862 1017.64 BOXELDER 15 X 0 0 1 0 17863 1019.36 WALNUT 21 X 0 0 1 0 14 8 31 5 TOTAL NUMBER OF TREES 58 NUMBER OF TREES SAVED 14 NUMBER OF TREES REMOVED 8 NUMBER OF TREES OFFSITE SAVED 31 NUMBER OF TREES OFFSITE REMOVED 5 LEGEND r' SJW11`847 j 7 1 a T, % ,dam � � ��`}, � EXISTING TREES TO BE SAVED EXISTING TREES TO BE REMOVED 17839 It 17!82(� - 178 / \ .'�Oryp i O 1, a l %} _. � EXISTING OFFSITE TREES TO BE SAVEDMAE LOT /2Nil ' F�// // // // // // { / / 17840 \ / 17842 2 �� 1 ( i f 11 // // // /I / l ,. I � �• rf� "1784, (17 44j r (� O \ \ // 1 I I /� Z� /f�- - ��/ 1 I { X X EXISTING OFFSITE TREES TO BE REMOVED ; ., .. : , SCALE IN FEET 0 30 60 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E O m d o- W a0 aaoEoa c i^4 O 0� ~ 0 5� w 2 d O M A r00 o U M C'3 0 0 N W u') c C J zz Q:P aU �-O M Z N F 0 0 O O LLI X wav owin � o \ S 00 zCnazK) Z N N0) m v I..f� ■ W LLJ x4 Z o L¢� CD lo� Z (n ♦ W o V♦ ) `n O C/ � 00 �CV W U Z v Z � Lii z C4 Ot.o DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10TP PROJECT NO. 22881-10 C8 E O m d o- W a0 aaoEoa c i^4 O 0� ~ 0 5� w 2 d v o a, 00Qyo0 A r00 o U C'3 0 0 N c C J zz Q:P aU �-O M 0 0 F 0 0 O L LLI X wav owin Z o DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10TP PROJECT NO. 22881-10 C8 O i^4 A C'3 a zz x 5z F 0 0 O LLI X Z F+1 O w WWDWN zCnazK) OZ N x4 a } 0_ Z O M !+i DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10TP PROJECT NO. 22881-10 C8 I SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET n I I A [)F1 U I \ FI/ -\I \ U RAINWATER COLLECTION CISTERN COLLECTS ROOF WATER AND WEST REAR -YARD SWALE WATER TO BE UTILIZED FOR IRRIGATION PURPOSES DESIGNED BY OTHERS (MIN. CAPACITY 6,750 GAL) OVERFLOW ELEVATION = 1004.50 ® STMH 200 60'-12" HDPE ® 1.71% I STMH 200 RE 1006.95 r INV 12" 1004.03 I 1 INV 12" 1004.03 I 1 INV 15" 1004.50 11'-15" HDPE 0 4.55% ; A rr, I 1 V PVC n u- rr / I / I LOT 1 -- A _ ro / > I / / r, j " �- �' I l ?; r I r 'I EX STMH r r ro RIM 1009.90 INV (N/SE) INV (sw) a rr� 6 s Ex SSMH - FES -101A / RIM 1011.49 „ INV 12" 1008.00 / ..� INV 989.24 r.'. �� / 71 EX CBMHl� RIM 1009.36 INV 1003.27 15'-12" HDP ®0.448 `.I ` • 1 EX FES 'I; CORE INTO & CONNECT;I u TO EX SSMH WITH ,� : / r INV 1003 70 / / - I / KOR-N-SEAL GASKET INV 989.24 / CBMH 100 r -- _- r 26'-i/1.2'": HDPE ,®RE 1008.50 �= 0.-4 49 _ INV 15" 1003.70 a _ ice 102 :,• : .. _ '.'.STA=2+16 INV DT 1005.50 =RE 1010.68 / B 4. INV 12" 1008.18 i LD 3. 72'-8" PVC SDR 35 ® 0.50% ;'J.�:, ;:._:._-}'j.<:.° 6.. KNIFE -- .� / ----------------- ---- - - - - -- -� .,:. GATE VALVE REMOVE EX 8" PLUG ; «'...:, a I / i FES 200A 0INV 15" 1004.00 TAM 2+16 V � ,�n•,�,• � WATERMA NT TO EX 8 34'-12" HDPE ® 1.00% INV 12E 1008.67 �" CONTRACTOR TO VERIFY f e INV 12" 1008.07 LOCATION &ELEVATION. 26 W .. � u 34.72 %, - RELOCATE EXISTING 36'- PVC SD BLD 3.63' FIRE HYDRANT I6" PVC PLUG1002.00 I 8"x6" WYE GRD ELEV=1012.0 / 6" DIP PLUG Nv 989650" , l / f 6 CSEELCITYDETRIP-RAP AIDIP CL 5 6 .. /8px6"/TEE W/ l ' 44'-6" GATE VALVE .'� 6" PVC PERF. DRAINTILE J� CB 201 INV. 1005.50 �� i� r, /-x CBMJ�/ I RE 1007.37 / ° / ! RIM 1 I%. 15 16 8"-22 1/2 BEND / INV 12" 1004.37 - ,� / INV (E 1079 �3 / LOCK 1 " INV (NW) hOK�9.06 I SSMH 1 ,. i .'STA=1+56 f / '.'RE 1012.112-51 CIV EX CBMH / 1 OUTSIDE MAN11OLE TO BAR #1 CLEAR 'TYPICAL10a %!„ / f #5 SMOO=TH BAR ® 4" O.C. EACH WAY IN EX CBMH -1/4% 1/2' FLAT BAR RING R M 020.42 TMH RIM 1020.89 INSTALL FIRE HYDRANT /' /! y WITH 6" GV & 8"x 6" REDUCER \ / EX CBMH RIM 1022.13 1/4 Xt, 4"X 4" CLIP 0 GRD ELEV=1020.8 EX CBMH I 1/2'S ANCHOR BOLTS 1/4"x 1 1/2" BAR I 1 ,�' '•... � � s'' �/ .. ' � \ 8"-90° BEND , O � / / /1 � � RIM 1022.32 \ f I � SPLIT GRATE DETAIL" �. LOT 2 �' �a \�\ \�/ / °z �, / � // � _ � I 1009.25 SPLIT GRA C) _ EE DETAIL �'` � � � / � � v / 1 / - / \ ELEV. 1008.50 RIM / 1008.50 48" SLANT TOP ------------- w l l t ELEV. 1008.00 V OLE '� \ 0 / / / �/1 �RI CBMH O 70 ��U/,� �/ RIM 102221 / „� EX CBMH RI RIM 1021_89 E CBMHr '""' �--- / RI 1020.46 A -A A -A r f -� r A f ! 112" RCPT ii ELEV 1004.20 A 15- ACP 6" PVCELo I , � SECTION A -A II OUTLET STRUCTURE DETAIL - CBMH 100 (NTS) - - - - - - - ----------------- ---- - - - -- ---- ■ 0 co H f� OLoM M A M zz w Lo �a Z N zU) FSI �y F+-1 w U C\2 z 00 0 Lu Q� 00 LL' N z � N -"1 � m v ■ W a Wx o < z Z C.D z= x Z LO � w o CD W /� 00 Vr N Of o LLJEU � Z z DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 0 H f� M A zz �a �0 zU) FSI �y F+-1 w U C\2 z ` 0 Lu W LL' E4 " -"1 Q� ��_ 0 a N z C) w z= x wL0 W DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10U PROJECT NO. 22881-10 C9 \1.V� +� _ .. .q .w ._._.... �- •� rdc- I f / / / _ t r l / \ i \ i 1"-.,� t ---.,---_--•..-- - -` .."'�.•`\ -- ' Y �..` / ,J /r rJ l t r/ JJ/ J• ---'.i 1 tl r -/ f,c \w♦\♦ \4 t\ `t it \ 4t 'i tV (ti i \.. \"•`•.-- +~✓wyJ.^` fr \ ♦ t 111 } ti t i y 1$ 1 i _. --- . -------- yam'\` _-- ---' -- r - - -- -__ rr / rP /1 r t{ J'-, tt # r r i t w.,,.e t♦ ♦ , i 1 t i Tl}\L A v.-"' /.,V ! __s-- -.- --_ ---,------ _rr ! / r f r r M'1 t ? 11 ! r ^� .,,a i \ { t 11 Ii \ \1♦ � \ t ^ ------------- ry r�rr� --- ---- / / r 1 f i p l # ♦ \} t 4 b w� \ f"° \ \4 `'• --___„-_ - � +_..__._......:.'"'..` -i �+ r r � r t J r i r � fJ f f { t t' w`\� \�" _ _ - 'r Jr r' Jrr ,_ -_r "- ' - q\q F _ \1 `-- \` BB rr // i // ® rY/ rt !~ P ; i it t s \\\'.__-__�•_-v t i _.__._..._... -- `w\ \ l4�� r // �. yr mf®.+✓ ' r ,l f F rt \ wl \\1_.._»_,...+w // r/ J! // rJ ✓��,...»._.�...- .4q w�`\\ w\ •\w -�_'- _..._ � r /r BB r y-_ ..__._-, JJr or"` 1 1 �1 �_\ r "`'.. 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J r t r 1 inch = 50 feet V cn OLoM Ih W In w�> � ffffffffffffff� Z N to O S cn rn 00 N ♦ ! Ili VN/ m O{ ■ W `f Wx Z O L¢L CD w Z Coll W o Cn C'4 CoO m Cc W v rn CD Z v Z J N a Lo E m c Ta « ` W- o `` no E o c W �V '2 m L Z 0 o n o o of dopa' 3 m 0 w `o E.5 m� U `r 0 T �I . b J u°�0a/VFW r� 0 w o m U L 0 n°.� co 0 - N OWN O L Z o O N� A zz H 5� g A0 r•--1 0 ON MLLI ''^^ J Z Vl X Z O W mZ�ozlel M Ld 04 V) LLJ z w W � >_Uz o< O 1L1 2 U wo y I M WM CQ W E 9 DRAWN BY EPF DATE 5/29/15 REVISIONS CAD FILE 22881-1OCP-SAN PROJECT NO. 22881-10 CP1 9 \JI\AFI/n\I\LJ ------f = -- - - - - - - - -� / I � � I / � I � / I I � I t f r o s I I i PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. 8612 I I I uv ov ourER i I I I I I I I Lo II m O .I M ami I 140 oa`o r_ CO-ys„ p0 W 11") I .y I. �I oEm�d In Z N I LOT 1 Ej .III I iu II I„ ut II I III yl' I I nr I„ III- as uc II / /1 1111Y II'11 , , , 1 ' / II ,1` 18.5D' IIID If / / l I /// I„ SII $ f � / l 11 If 11 CONSTRUCT CONCRETE u VALLEY GUTTER rn 0 I1 _- I I I I I L�LOCK 1 L — — — — — — N R86.00' r 9 \ / \ q R114.00' / R1 R15.67 / y i \ NIL .. — / \ / LOT 2 O / / ril- If / 7I 6 I 5 '. � `� � v�� If / / / iii f,/ lru R10.00' 26.00' 6.. PROPOSED 10' R3.00' ASPHALT TRAIL 77 "NO PARKING FIRE LANE" SIGN R86.00' — -- YELLOW PAINTED CURB - R113.00' -.�7 / � 19.02• <.S4. 10 00' 26.00, / F F 4.Sq. "NO PARKING FIRE / / LANE' SIGN / / / � / / R113.00' RELOCATE EXISTING / MONUMENT SIGN R87.00. .. / CONSTRUCT PEDESTRIAN RAMP 1 5.00' R15.00' 1I" I , / I I / M$ R25.00' / R25.00' r j 1.5" BIT. WEARING COURSE TYPE LVWE35030B 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW35030B 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION �Yr.Y.:YNl:1'C TYPICAL PARKING SPACE STRIPING PROVIDED PARKING STALLS: TOTAL PARKING STALLS PROVIDED - 9 STALLS NOTES 1ALLL D DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. 8612 CONCRETE CURB uv ov ourER 4 sa Ire uo E � Lo am aca a m O L O m O TYPICAL PARKING SPACE STRIPING PROVIDED PARKING STALLS: TOTAL PARKING STALLS PROVIDED - 9 STALLS NOTES 1ALLL D DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 18.0' X 9'. 3. 8612 CONCRETE CURB & GUTTER (TYP.). ON LOT 1, BLOCK 1 AREA 3.07 ACRES IMPERVIOUS AREA 1.03 ACRES IMPERVIOUS COVERAGE 33.5% LOT 2, BLOCK 1 AREA 5.49 ACRES IMPERVIOUS AREA 0.22 ACRES IMPERVIOUS COVERAGE 4.0% SCALE IN FEET 0 30 60 90 1 inch = 30 feet BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET ■ E a ° C T � � Lo am aca a m O L O O M ami CD 140 oa`o r_ CO-ys„ p0 W 11") -0m o omvm oEm�d In Z N O Y� n a m o m v aoE m m ma rno 00 .-. _ m 2U O W VI r N W x IndZ N L¢L C.7 � W o C Co o 0 W v Z /� Z 3 L;i V Z LL ul Z �0 IC i A c� Z L0 5Z A< �o O ~~ J N W W z z Q w z� ^ r , n W ~ u- w W N ON xU } o 3 a Z `_' S M W W DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10PAV PROJECT NO. 22881-10 C10 E a ° C T � � E- w am aca a m O L O O Ramo a ami 00 y� oa`o r_ CO-ys„ p0 -0m o omvm oEm�d In `vOTm�-`J O Y� n a m 000 a �!._ f -T m m v aoE m m ma rno _ m 2U O W VI p Z �0 IC i A c� Z L0 5Z A< �o O ~~ J N W W z z Q w z� ^ r , n W ~ u- w W N ON xU } o 3 a Z `_' S M W W DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-10PAV PROJECT NO. 22881-10 C10 I 00 00 N N 11 U) z Q J C J Q z L L_ O I STANDARD GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS 2. IT IS THE RESPONSIBIUIY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT 6. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 7. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. H TAKEN T EVALUATE THE COMPACTION WITHIN B. DENSITY TESTS SHALL BE AEN 0 EVIL A THE STREETS. TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET TRAVEL WAYS OR PARKING LOT SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1'3. 9. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.30'3. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 10. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 11. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT DR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 12. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 30.1' FOR STREETS AND 30.30' FOR LANDSCAPED/OPEN AREAS. 13. TOPSOIL SHALL BE RE -SPREAD AT A MINIMUM DEPTH OF 6" ON ALL DISTURBED AREAS TO BE VEGETATED. 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL ON MARCH 30, 2015. THE DEGREE OF ACCURACY P I TO 3 ONE HALF OF THE EXISTING CONTOURS SHOWN ON THE LAN S EQUAL THE CONTOUR INTERVAL GENERAL UTILITY CONSTRUCTION NOTES 1• SPECIFICATIONS.' THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHANHASSEN. MINNESOTA 2. EXISTING FAClUl1ES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING CONSTRUCTION. THIS NCLUDES, BUT IS NOT LIMITED TO SANITARY AND STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC TELEPHONE AND CABLE TELENSION SERVICES, THE CONTRACTOR SHALT. NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE FAOUTIES THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACNUTIES SO THAT THEY WLL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE THAT MAY BE REQUIRED BECAUSE OF 711E CONTRACTOR'S OPERATION SHALL BE PRONDED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY TONS SAND IN NAN OR VALVE CO)IES EXISTING PRIOR CONDITIONS SUCH AS HOES TO THE CONTRACTOYS EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. 3. CONTRACTOR SPONSND ITIE4 THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PL1E3UC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE. CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS RESULTING FROM SAD CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND SILTING OF ON-SITE AND OFF-SITE AREAS THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES. BERMS, DEBRIS BASINS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY CALLED OUT AS A BD ITEM ON THE BD FORA, ANY TEMPORARY DITCHING. CULVERTS. HAY BALES AND FILTER FABRIC FENCE NECESSARY TO ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EIIPENSE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF LAND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE 'GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2160, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-242-8511). 4, COMPACT! ONt DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES WITHIN THE STREET GROSS SECTION AND THE PAC) AREAS 70 EVALUATE THE COMPACTION ACHIEVED DARING U71UTY CONSTRUCII(N. NTH. THE UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOLS BE NOT MORE THAN ONE PERCENTAGE PONT OVER THE SOILS STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100 % OF STANDARD PROCTOR DENSITY (AASHTO T-99) BE PROVIDED. NMN UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WITHIN A TOLERANCE OF *O -V N OPEN SPACE AREAS AND t 0.1' WITHIN STREET RIGHT OF WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTLRES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS NLL BE AT THE DIRECTION OF THE ENGINEER. THE OWNER SHAI I WAR Ali COSTS OF THE TESTING, ANY AREAS WHICH FAIL TO MFFTTHE 'f1iPACTION REQUIREMENTS OUTLINED N THIS SF .TION asI 11 PF mRIECTm 1T 7HE CONTRACTOR'S EXPENSE Al l COSTS FOR ANY RE -TESTING ASSOCIATFT WITH ANY CORREnTuE WORK SM II RIF AT THE EXPENSE OF THE CONTRACTOR. NOTES, 1. Aol of back of but4.a MY wY inaslongndi as poured agan.t Rnn unabtvbed mrth. 2. D limn. oughCIJC2to nick. M larfle noupt to make Tme 45. to or longer 3. Dimenslan A1.AZA3 should W as toIge as po.sbl. rihout InTerfiring with NJ Dalt. 4. 645' NFYm nT. 5. Pb P. polyethylene between concrete & pipe. 6. All bend. & fitt'nge shall be restrained with Megdugs thrv.t restraMe or equd e -f.ees PLAN 90' BENDS BUTTRESS DIMENSIONS vales T PPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 DI B D B D OF PIPE 1'-5' 1'-5' V-5' Y-1' t-8" C 1'-5' 1'-5' 2'-1' 1'-8' Y-8" 2'-0" 12' 1'-10' V TO- 3'-4' 2- V 4'-9" 2'-6' 16' 3'-D' 2'-0' S-10' 3'-0' 6'-2' 3'-fi' 20' V-6' X-8' S'-8' 3'-4' 8'-4' 4'-0' 24' 4'-4' 3'-0' 8'-10' 7-10 9'-C 5-0' 30' 9'-3' e'-0' 1]'-0 C-0' e -f.ees PLAN 90' BENDS PIAN 45' BENDS vales T • - 9x CONCRETE SHALL BE .:'.a A IN CONTACT NTH TAPE WLAPPIIM OVER tiff FUEL LENGTH OF TNS THIS QUADRANT A OF PIPE EXnBeD OR FUTURE- U URE---GURB BEDDING MATERIAL TH I s TH SECTION A -A NN PE22 1/2' BENDS Least 50% of the Outside Diameter. pRANT CONCRETE VAL4E BOX IN GOOD SOILS THRUST RCP & DIP 4 BLOCKING Zoe 1 1/2' I nE wMoc Nc 12" il'��:�Ltsl:IY:b�ty..Ji•:[ 16•,Eyi Q E`A)41 i °tpl ®® $r Y° 3 p?I5i )$ )RCI 9 AA Lq i �?6 °.e Y !. GT&'R°'PsTyggW'gggggg pi1 YpTI3 3I•Mq;i1 II)(liIg' j1sli$'si! :lIIlA ))I'g1s"It=jx1 3 7itT' $.'RFe�e1I1x '1461CY.$I E (iI9L§Y1 F� Ia1V @iI;�yl€"F$Tq IsI:I-Tbs3Y INlsSIIaa)IN i 'ill ry $ tY1iTe111!415 nNIl eR E# 11 PjR!IG Sat)i6P»)4z?101If 0 °• It 2xT 5 00 so '° it 1$$�� EyVy,�}1$4q'q8 YY I 2E T& S74;i)H 'I" AN as s Ij p , E is For j! e i iE T 1� I' !Egg 1T€II9.Iiii4 s giEEJIs aI I Nilsge L) I• �.`dqR: a I 1lTN•Ielad gNY.E' Is 9 8 3 4 R B II° E e s S d' I filIs 7ly.)le§19$AEI:i§ga ,I VIx$ Y9:�'94AA i!Eh !Ij `COURSE e�etl"I%r 5 • @ s { HYDRANTS SHALL BE CLOW MEDALUON OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY A iU@IC YARD GF GATE VALVE 1/2' GEAR ROOK NTh AawT, IN" 2 LAYERS OF PE wTRY1ENE (4 NIL) 8'%,8-X3• SOLID OgNORETE Olu C NDTEA 1. AA HRGRANi$ SHLU. HAilE WEEP HGUE 2. MINIMUM 7.5' (GDTER OVER MAIN. ALL OTE IN SURFACES 09 Of BE WATER t0 1WRy YEAR w NTY FERIOO 1 ARRE AS NOTED IN SY. TO 209 Of THE WAIERMAIN N1 MASKER. . 4. HYDRPNt 1NSTALfAR5' SHA� NCWOE A HYORANY MARKER. 4 AGI.. HYRA T TO BE UMTS O V NA .FGAIS.UMA VE�MAXIMUM IGAt JOINT 0 OFF AINU llr 6. ALC HYDRANT H R PiDN6 1D Yr.RTICAt AXIS. MA%IMlIM ALLDWNXE 'r0 BE if2" PER i00T B HYDRANT. ]. HS WT O. N BE gSLREtT CO4fBEG NTH PLASM wRIP S%i BAG TO INDICATE 'A1Ai iT 45 WL CE 1ERNCE. MON1., TYPICAL 141, 11 00[[ HYDRANT mum INSTALLATION fi2Y5ED:1-14 PUTS 1iJ. ENGINEERING lie:PARTMENT 1004 My OF Pedestrian Curb Ramps Rage tof 5 o P sen a No.: rrE Her ,�,cr 5z v ENGINEERING DEPARTMENT RATE 5215... ADD MASTIC FRAME B€2WEEN F AND R1NG5--� a %i.5" BIT. WEAr '&I BARRIER ,2' 0;T BASE "EE DEATAIL 2109 H6PE I'R PRECAST CONCRETE i. ADJUSTING RINGS RNGS SHALL BE SET DN AOS SEALANT OR APPROVED EWAL. THICK CDNA7L T{ 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOVRai. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASING & UD SHALL BE PER DETAIL 2111. r VARIES -- BIT. BASE OR BINDER MIN. (2-2') ADJ. RINGS AND N' MAX. (3-4 ) ADJ. RINGS HDPE OR (!-2' G NTN -- PRECAST CONCREI MORfOR Alit! O.7) ADJUSTING RINGS teal BARRIER - 27• 6' THICK CCNCRE1z SEE DEATAIL 21M COLLAR 817. BASE OR BINDER COURSE ADJ. DETAIL 1. PRECAST CONCRETE ADJUSTING RINGS STALL BE BEDDED WITH 1/4TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RAGS FROM CASTING TO CONE. Off MANHOLE CASTING AND J"JUSTiNG DETAIL :1Fi$Ea 2-.5 tG PLATE N0.. :.NGINEERNG' DEPARTMENT 2110 PROPOSED BUILDING SITE EXISTING �-SELECT Pedestrian Curb Ramps mom Page 2 of 5 T ENGINEERING DEP41ATMENT PTAre MQ' 5215A. Use MNDOT 3149.2A Granular Borrow j Use NON DOT 311Cwh9.2H I%. l I (pipe rater Agq - Fou Naterbf - Rail The bottom of the trench .hal M niLaped to fit th. p barn, fes of .ant 501E of bJe w side alkanets Pipe Ob. x 0.5 Nln. bio' Denotes outside NOTES: 1. When e.Mting see condlUms ore not acceptable fa b afill and/or compaction In the pipe zone, pipe bedding and backfill shall be used as shown abost. 2. A sills engineer Al be required to determine the depth of the pipe founaaUm smbedmenL matolal It needed. Ppe foundation material shall be accordance with MNDOT 3149.2H course .ter aggregate. 1411 U[ PIPE BEDDING mum IN POOR SOILS MEASFLt 2-1° ENGINEERING DEPARTMENT RArz Na.. 2201 R/W SETBACK LINE r6' TOPSOIL -FINISHED GRADING GRADE ,7,:..._.. 1 �-SELECT BACKFILL BACKFILL �UNESIXTABLE MATERIAL B -GRADE CORRECTION UNITS NON -SELECT BACKFILL MATERIAL SUITABLE MATERIAL BOTTOM OF UNSUITABLE MATERIAL (TO BE POPRIOR TO PLACEMENT OFF SELECT IFIED BY SOILS MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL OICN (nAing ME Mn RMT MARKER SHALL OF A SPR NG MOUNTER No. 6860 FHFRGVS5 Ran 6 IN 04ERALL LENGTH, FOR SIDE INStAu MAGNCr2EO =G T APPUCArolh USING REO & MITE RETLISOTA TWACER BOM (EAMAII TAPE WLAPPIIM OVER tiff FUEL LENGTH OF TNS PrU AS REE°ED PER RM' nF,TlBs EXnBeD OR FUTURE- U URE---GURB Provide Val Stem RMers OR WTtER�MEH CURB Least 50% of the Outside Diameter. pRANT PIPE BEDDING VAL4E BOX IN GOOD SOILS CHI RCP & DIP 4 If The Distance From Zoe 1 1/2' I A iU@IC YARD GF GATE VALVE 1/2' GEAR ROOK NTh AawT, IN" 2 LAYERS OF PE wTRY1ENE (4 NIL) 8'%,8-X3• SOLID OgNORETE Olu C NDTEA 1. AA HRGRANi$ SHLU. HAilE WEEP HGUE 2. MINIMUM 7.5' (GDTER OVER MAIN. ALL OTE IN SURFACES 09 Of BE WATER t0 1WRy YEAR w NTY FERIOO 1 ARRE AS NOTED IN SY. TO 209 Of THE WAIERMAIN N1 MASKER. . 4. HYDRPNt 1NSTALfAR5' SHA� NCWOE A HYORANY MARKER. 4 AGI.. HYRA T TO BE UMTS O V NA .FGAIS.UMA VE�MAXIMUM IGAt JOINT 0 OFF AINU llr 6. ALC HYDRANT H R PiDN6 1D Yr.RTICAt AXIS. MA%IMlIM ALLDWNXE 'r0 BE if2" PER i00T B HYDRANT. ]. HS WT O. N BE gSLREtT CO4fBEG NTH PLASM wRIP S%i BAG TO INDICATE 'A1Ai iT 45 WL CE 1ERNCE. MON1., TYPICAL 141, 11 00[[ HYDRANT mum INSTALLATION fi2Y5ED:1-14 PUTS 1iJ. ENGINEERING lie:PARTMENT 1004 My OF Pedestrian Curb Ramps Rage tof 5 o P sen a No.: rrE Her ,�,cr 5z v ENGINEERING DEPARTMENT RATE 5215... ADD MASTIC FRAME B€2WEEN F AND R1NG5--� a %i.5" BIT. WEAr '&I BARRIER ,2' 0;T BASE "EE DEATAIL 2109 H6PE I'R PRECAST CONCRETE i. ADJUSTING RINGS RNGS SHALL BE SET DN AOS SEALANT OR APPROVED EWAL. THICK CDNA7L T{ 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOVRai. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASING & UD SHALL BE PER DETAIL 2111. r VARIES -- BIT. BASE OR BINDER MIN. (2-2') ADJ. RINGS AND N' MAX. (3-4 ) ADJ. RINGS HDPE OR (!-2' G NTN -- PRECAST CONCREI MORfOR Alit! O.7) ADJUSTING RINGS teal BARRIER - 27• 6' THICK CCNCRE1z SEE DEATAIL 21M COLLAR 817. BASE OR BINDER COURSE ADJ. DETAIL 1. PRECAST CONCRETE ADJUSTING RINGS STALL BE BEDDED WITH 1/4TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RAGS FROM CASTING TO CONE. Off MANHOLE CASTING AND J"JUSTiNG DETAIL :1Fi$Ea 2-.5 tG PLATE N0.. :.NGINEERNG' DEPARTMENT 2110 PROPOSED BUILDING SITE EXISTING �-SELECT Pedestrian Curb Ramps mom Page 2 of 5 T ENGINEERING DEP41ATMENT PTAre MQ' 5215A. Use MNDOT 3149.2A Granular Borrow j Use NON DOT 311Cwh9.2H I%. l I (pipe rater Agq - Fou Naterbf - Rail The bottom of the trench .hal M niLaped to fit th. p barn, fes of .ant 501E of bJe w side alkanets Pipe Ob. x 0.5 Nln. bio' Denotes outside NOTES: 1. When e.Mting see condlUms ore not acceptable fa b afill and/or compaction In the pipe zone, pipe bedding and backfill shall be used as shown abost. 2. A sills engineer Al be required to determine the depth of the pipe founaaUm smbedmenL matolal It needed. Ppe foundation material shall be accordance with MNDOT 3149.2H course .ter aggregate. 1411 U[ PIPE BEDDING mum IN POOR SOILS MEASFLt 2-1° ENGINEERING DEPARTMENT RArz Na.. 2201 R/W SETBACK LINE r6' TOPSOIL -FINISHED GRADING GRADE ,7,:..._.. 1 �-SELECT BACKFILL BACKFILL �UNESIXTABLE MATERIAL B -GRADE CORRECTION UNITS NON -SELECT BACKFILL MATERIAL SUITABLE MATERIAL BOTTOM OF UNSUITABLE MATERIAL (TO BE POPRIOR TO PLACEMENT OFF SELECT IFIED BY SOILS MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL OICN (nAing DROP 110 Ty, No. 6860 Proctor Density 7.5' Minimum cow required over top of water main. I Mueller No. H-10MI N the pipe zone, pipe balding and backRl III be used as .,own Bre EEPBibby -Ste -Croix No. B-5180 Provide Val Stem RMers 3. The Bolters of the Trench Shall be Shaped to Flt the Pip. Barrel fes at Least 50% of the Outside Diameter. 3"r i/2'r Top Bituminous Materld PIPE BEDDING To Within 6. Of The Surface IN GOOD SOILS CHI RCP & DIP REASE°'t-1O If The Distance From ' Bou 2202 nE wMoc Nc 12" il'��:�Ltsl:IY:b�ty..Ji•:[ 16•,Eyi The Tap Nut Of The Vdw To 28'R DEAD EZZSI The Surface Is Greater Than 6. 88'R DEAD Grade 22.5 45 g5 - 22.6 45 Adjust top to 3/4' below END Tye No. 6860 M. grade. Box to be set to 4" MMIer No. H-10361 26" provde 12' of ad)Istmwt. 2 Bibby -Ste -Cron No. VB502 27' 1 3 B 17 6' Tyler No. 6860 5 12 26 2 Mueller N0. H-10357 11 EXTENSION 2 4 SDby-Ste-Crd. B-5001 25 Tyler Noo. 9 118' Cate velw boxy screw type, 34 3 6 15 3 piece. 5 1/4 short, size 3 6 No. 60 24 G IRM, Y-6 extended, 4 Muller No. 58 14' /6 round base 9 21 No. 59 20' 8 20 BibbYY-Ste-Cro'a 16" 6 Gats Vdw Adapter: 1/4' 29 v952D VB511 No. 57 No. 58 9' 14' Steel NU Protect" 63 VH322 No. 59 2D' Goofing, 1/2' Rubber 20' OB323 No. 60 28' Casket metalled Between 7 14 34 77 The Gate vol" And 13 32 75 24' Cate Vdw Adapter. 17 41 N. �10781 65 16 40 MuelleryBf N. M BS' Mueller or Amensan Broby-StrCroix Na VB516 60' Flow Control 117 10 20 60 Resliort Wedge Valve 9 19 46 109 to Canionnng to AWWA 12 velw and Box to b, 1 38 C-515-80 23 plasia wrapped per 133 With All Stainless,Bot 22 BASF section 203a 42 Steel Nuta Q Bolts. FAW 18"X18'X8' Concrete Block ffror TYPICAL GATE VALVE AND BOX INSTALLATION flf IEE NM WAE:Q a M 9•ECS ENGINEERING DEPARTMENT nA,E MO. 1006 IDD. j 10' I 1 2 PER FT. SLOE TOWARD ROADWAY TOPSOL IYPICAL 3" MNDOT 2360 SPWE63408 V CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER 1�SHOULDERS TO BE BACKFILLED AND RESTORED AiTH 3' OF TOPSOIL AND RE -VEGETATED WIN SAD DR SEED / MULCii. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE WNIMUMN REQUIREMENTS. ADDI-DOiAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTINGSUB-GRADE SOL CONSiitONS. A. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOLS. NO WASTE. MA"R.Ai BLACK DIRT, OR ORGANIC SOILS ALLOWED. Compacted N«mel Fill Material, Compacted to 95% of the Standard Proctor Density I � � I Shaped Natural Gerund to Alps NOTES: 1. Men Biasing will conditions are not acceptable for bockfill and/or compaction N the pipe zone, pipe balding and backRl III be used as .,own Bre detail plate 2201. 2. A sons engineer will be required to determine the depth of the pipe foundation embedment material if needed Pipe foundation material aholl be accordance with MNDOT 3149.214 course filter aggregate. 3. The Bolters of the Trench Shall be Shaped to Flt the Pip. Barrel fes at Least 50% of the Outside Diameter. 3"r i/2'r Top Bituminous Materld PIPE BEDDING a1D ... 3 4 or MnDOT BB12 IN GOOD SOILS CHI RCP & DIP REASE°'t-1O ENGINEERING DEPARTMENT ' Bou 2202 nE wMoc Nc Note: I B' I 31r ngOUCTINTY STRAPS m BE PUCED R E -NN Lccwao Bests AND vELETO wAtER -NN- A e s op° HYDRANT LEADS an Cut LEDSSES -,. IDENOTES _..: MECALLIQ BENDS NOTES AT µ1 WOHANCAI .bRh 1. uEcurs TO BE Usn z AND INAMI tB fxo(% xMFrt Au aetE vKMs AND HYDRANTS 1 N AT ALL SENDS.A CER ITEES. AND AT mrrAM .mum AN A ALL fR11M NUTS. ML B0.1S OAT • URPF ED THEM A BTYNPE COY TO COAT AARID BY 11E YNIIFACNRER. SLEEVES 5. BIaD01a A9NLgf IADBNRBED 5011_1 YIL� TYPICAL Ill• A LLUG OC LOCATIONON MFNFR rOsENGINEERING DEPARTMENT RAre ND 1009 FEE IMIC O 1Mp Maeib Es. rrome Manhole Costing, L. and AdW.tinq Reqs Rings (See Plates 2110 & 21111) Prosde Ili Barrier on art scnftary m h 2109 Bower an dasee ate ( pa ) Neenah steps 1 be P Neenah R-1981) IDo ni canter. care Steps Shat be on O,not.r corn Side U'lesG Ptpa OWmate• is 18" a Larger All pints in manhole to how "O'rinq rubber goGists. inti -shield external xala « as directed by the Engine«. A Moxknum of 2 Short Manhole Risers to be Used Directly below Cone Section Sh-1fcut shNIt�act I;'+'v r1 Praco in a is Must be i/? of Pipe Diameter and Benches aCQj N VIEW Sloped 2- Toward the in"rt Minimum McInnes. of precast bale is 8" for le deep or les., and Mrs.. 1' in thieknesis far ePRY 4' of death greater than 1C. IgE£; i. Nor -n -seal morn. or equal considered acceptable alternate. shai be routed an Inside and Outside. R. All dog a man g �. W1t si Ne a troPole err catch basun structure post is d sign cted (MH) outside the troweled roadway a wtfr..ess post anal sign (MH) shell be lns{afhdnext to the monFaft_ Will STANDARD MANHOLE FEE .AWE-ts ENGINEERING DEPARTMENT Pure Nm.: 2101 NG CS 2tai 12' '4'4'♦�4. 4.4.4... 4•♦.♦.!.♦.♦.4. I B' I 31r ♦ ♦ ♦ 1/2"r Top Bltumnous Material A e s op° 7.5' 3 44444b g��. h a 80' � R APPROVED EQUAL. I COVER 3"r i/2'r Top Bituminous Materld MANHO.E CONE ,.a;L a1D ... 3 4 or MnDOT BB12 M COVER n , n TB:. akm woof GAP.taide Embeck ent Materiel Foundation I RBWIced see Note 1) a�A' ants Engines will be required to detamne me=02.11%."o depth of Na ppe t-haatlan embedment ou tend If nestled. Ppe foundation material sha11 be In accrordance with MNDOT 3149.2H .Dore. filler aggregate. 2. P.V.C. bedding shill be MNDOT 3149.28 select granular borrow whin 100% Paasin9 a 3/4" efe, and lan 10% passing a NO. 200 Mew / " ase N �M,mf'g� PIPE BEDDING I.UeKNI.1L90 FOR P.V.C. PIPE PFEv1sEn.2-10 ENGINEERING DEPARTMENT ND.. 2203 FRE NYE: C: \ENcNBRE 2TN 1.5" BIT. WEARING COURSE TYPE LVWE35030B 2357 TACK COAT 2" BITUMINOUS BASE COURSE TYPE LVNW35030B Be AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION LR�lll�2 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE•, AS PUBLISHED BY THE DUCTILE IRON RPE RESEARCH ASSOCIATIONpPRA . ( ) THE TABLE ASSUMES Cpl -ARAN SOL AND TYPE ENT S IL ORLOI9. REFER TO SARA FOR MINIMUM LENGTHS IF EFFERENT SOIL OR GATING CONDITIONS ARE ENCOUNTERED. RESTRAINED PIPE REQUIREMENT FOR DIP ENs60:2-De FRA¢ IR ENGINEERING DEPARTMENT 1011 FINE I4ME:q MC BPE 1011 ��■■■■■■ MEMO No u■■■■■ ■\M NON IRE I B' I 31r 0' 1/2"r Top Bltumnous Material ',IA BARRIER• INNER,S s op° 7.5' 3 st h a 80' � R APPROVED EQUAL. I COVER 3"r i/2'r Top Bituminous Materld MANHO.E CONE ,.a;L a1D ... 3 4 or MnDOT BB12 M COVER n , n TB:. COVER • . RPE 12" il'��:�Ltsl:IY:b�ty..Ji•:[ 16•,Eyi DpEOD A 28'R DEAD EZZSI D 88'R DEAD SIZE 22.5 45 g5 - 22.6 45 95 END 225 45 W. END 4" 2 3 8 18 2 3 8 18 1 3 B 17 6' 2 5 12 26 2 5 11 25 2 4 11 25 6' 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20' 7 15 35 80 7 14 34 77 6 13 32 75 24' 8 17 41 95 8 16 40 92 8 18 138189 30 10 21 50 117 10 20 48 113 9 19 46 109 36' 12 24 59 1 38 11 23 57 133 11 22 54 129 42 13 28 67 159 13 27 85 153 12 26 62 148 46' 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE•, AS PUBLISHED BY THE DUCTILE IRON RPE RESEARCH ASSOCIATIONpPRA . ( ) THE TABLE ASSUMES Cpl -ARAN SOL AND TYPE ENT S IL ORLOI9. REFER TO SARA FOR MINIMUM LENGTHS IF EFFERENT SOIL OR GATING CONDITIONS ARE ENCOUNTERED. RESTRAINED PIPE REQUIREMENT FOR DIP ENs60:2-De FRA¢ IR ENGINEERING DEPARTMENT 1011 FINE I4ME:q MC BPE 1011 ��■■■■■■ MEMO No u■■■■■ ■\M NON IRE I B' I 31r 0 1/2"r Top Bltumnous Material ',IA BARRIER• INNER,S s op° �III� •erll�lll�©IIT 3 st h a sf:]��.T:4iii[51Eti;#■�..i.CG76: Eii � R APPROVED EQUAL. I 1/2'r -\ /2'r 3"r i/2'r Top Bituminous Materld MANHO.E CONE ,.a;L a1D ... 3 4 or MnDOT BB12 M G';: Concrete Curb and Gutter n , n TB:. M • . 12" il'��:�Ltsl:IY:b�ty..Ji•:[ 16•,Eyi IT 1NrT.Til 28'R Bit-7is7�!["'r.It3YF10BC1iB[di�BCQQ EZZSI D 88'R �l�iR*r1iE3iG7Y-FiBB �3.BF1i�B�Z51 f7 00ja00�� BBmIB■BBBR*�B=' r - Br3iBP]i�IB�I - U) a EIi�ifFSiti•'.47Y-1•�t1iE•].CP7l•: il.CGlIS=SI w °'m say a�iv•o+o I.x ft L CE 2U O CN Go00 ] rl4II.,�'' •• • 1T1/2' ozz N � m 1D1 2' NEENMi R-43FT GRIPE OR APPRMFD EdIAL ADJUSTING RINGS2 t7 CING To cwssT GF AT W 0.G WIN WAYS BE PRECAST SECTGN xrER eLDna iT OPowl AS RRMsl CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 aff TYPICAL 27" DIAMETER mom CATCH BASIN RENSED:R-ID ENGINEERING DEPARTMENT RIME NaA 3103 FILE fYLeG G $KC$ D3 VARIES I. VARIES GRADING GRADE �PRW'S 1.0r HOLD DOWN SELECT MATERIAL 6" TOPSOIL CURB VARIES FINISHED GRADE BUILDING PAD SECTION 1/2'r I B' I 31r 0 1/2"r Top Bltumnous Material ',IA BARRIER• INNER,S s op° N • 3 st h a 3� STRIKE PRODUCTS" Y 18' NnDOT 8818 Canarete 0.lb and Cutter R APPROVED EQUAL. I 1/2'r -\ /2'r 3"r i/2'r Top Bituminous Materld MANHO.E CONE ,.a;L a1D ... 3 4 or MnDOT BB12 M G';: Concrete Curb and Gutter n , n TB:. M • . 12" to to Fcir Oee Only with Private Driveways, Pakng Late, or Medians. 28'R 12'R 16' Top Bituminous Material D 88'R N f7 00ja00�� co - U) a O w °'m say a�iv•o+o I.x ft L CE 2U O CN Go00 ] • / \ 1T1/2' ozz N � m 1D1 2' SMrmauntable � Concrete Curb and Gutter v �} W 4- 4"'� 1/6Y p Ntam reOC° luminous Curb B Formal N Z TYPICAL CURB Lao AND GUTTER RENSE1k 3-10 ENGINEERING DEPARTMENT PIA>E MA. 5203 FILE NAME:2iENG\SPECG 52W INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. TRIM TOP OF SEAL Tot ABOVE TOP O RINGS. CASTING SHOULD NOT REST ON SEAL 'TACE "MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL. TOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. _YTRACTOR SHALL INSTALL TME SEALS, THEN CONTACT THE CITY _TY SUPERINTENDENT FOR INSPECTION AT (952) 2277-1300. 1x11 ui I & i BARRIER 0 mom "SM2-15 ENGINEERING DEPARTMENT PurE No. 2109 FeE , 6" TOPSOIL AN N PER HOLE CASTING & LID A5 E 0 DETAIL PLATES 211D & 111 E 2 ',IA BARRIER• INNER,S 0 HGLEMANN RING SEAL....HDPE HER PRECAST MANUFACTUREDCONCRETE ADJUSTING Ri\:.S 3� STRIKE PRODUCTS" 02r R APPROVED EQUAL. AST, BLOCK. OR-,` `MA"C SEAL BETWEEN MANHO.E CONE ,.a;L FRAME AND STRUCTIJR M INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. TRIM TOP OF SEAL Tot ABOVE TOP O RINGS. CASTING SHOULD NOT REST ON SEAL 'TACE "MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL. TOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. _YTRACTOR SHALL INSTALL TME SEALS, THEN CONTACT THE CITY _TY SUPERINTENDENT FOR INSPECTION AT (952) 2277-1300. 1x11 ui I & i BARRIER 0 mom "SM2-15 ENGINEERING DEPARTMENT PurE No. 2109 FeE , 6" TOPSOIL DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1 OD PROJECT NO. 22881-10 C11 0 0 H � O 1E; B-` 0 DI K O M v Ymoca000 M Of W to to >sv�o 01U w� -q- < D Z N f7 00ja00�� co - U) a O w °'m say a�iv•o+o rn L CE 2U O CN Go00 ] �w�W� 4 ozz N � m U l) rn fn � v �} W d W O x Z U= Lao x In Z to - o coW V♦ CVCIDc l/s�W �1 I O N CV Ln W V C3) Z cc Z W OO Z CV 0- DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1 OD PROJECT NO. 22881-10 C11 0 0 H na,Ey a O 1E; B-` 0 DI K `?ado BE v Ymoca000 Of � >sv�o 01U 5z w OEm DCj < D O f7 00ja00�� H] -, d 0 N NJ 000By CV a N C D w °'m say a�iv•o+o L CE 2U O CN n ] DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1 OD PROJECT NO. 22881-10 C11 0 H H A zL0 � 5z A < O f7 O N WQ W CV w n WLLj �%= �w�W� ozz Q fn x� �} 0� U= 0 x In l/s�W �1 DRAWN BY CJK DATE 5/13/15 REVISIONS 6/1/15 CITY COMMENTS CAD FILE 22881-1 OD PROJECT NO. 22881-10 C11 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2015-10 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 19, 2015, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Rezoning of approximately two acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of property located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances; and Site Plan Review for a 10,700 square -foot addition to a continuing care retirement facility (BeeHive Homes), with variances. Applicant: Tyler Stevens. Owner: Tyler Stevens and Benjamin & Hideko Gowen. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2015-10 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: sliaffi7a,ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on May 7, 2015) SCANNED COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CHANNSEN Phone: (952) 227-1130 / Fax: (952) 227-1110 LAND AGENCY REVIEW REQUEST DEVELOPMENT PROPOSAL deadline Please review and respond no later than the review response Agency Review Request Date: April 21, 2015 Agency Review Response Deadline: May 7, 2015 Date Application Filed: April 17, 2015 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: May 19, 2015 at 7:00 p.m. June 8, 2015 at 7:00 p.m. June 16, 2015 Application: Request for Rezoning of approximately two acres of property located at 6440 Hazeltine Boulevard from Single Family Residential (RSF) to Mixed Medium Density Residential (R-8); Replat of property located at 6330 Hazeltine Boulevard and 6440 Hazeltine Boulevard into two lots (BeeHive Home 2nd Addition), with variances; Site Plan Review for a 10,700 square-foot addition to a continuincare retirement facilityBeeHive Homes), with variances. PlanningCase: 2015-10 Web Page: www.ci.chanhassen.mn.us/2015-10 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Shorewood ® Park Director ® Water Resources [I El Carver County Lower MN Riverr El Victoria ® Minnehaha Creek Adjacent Counties: Carver County Agencies: ❑ Riley-Purgatory-Bluff Creek ❑ Hennepin ❑ Community Development Utilities: ❑ Scott ® Engineer El Environmental Services ® CableTV—Medi School Districts: El Historical Society El ® Electric — MinnesootataValley Electric — Xcel Energy ❑ Eastern Carver County 112 ® Parks ® Soil &Water Conservation District El Magellan Pipeline El Minnetonka 276 ® Natural Gas — CenterPoint Energy StateAnencies: ® Phone — CenturyLink Other Agencies: El Board Water Resources El County Regional Railroad of &Soil Authority El Health ❑ Historical Society ❑ Landscape Arboretum ❑ So nsit ❑ Natural Resources-Forestry ❑ TC&W Railroad TC&W ailroa ❑ Natural Resources-Hydrology ❑ Pollution Control ® Transportation SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 04/21/2015 2:35 PM Receipt No. 00281647 CLERK: ashleym PAYEE: Stevens Investments LLC 6330 Hazeltine Blvd Excelsior MN 55331 - Project # 2015-10 Beehive Expansion ------------------------------------------------------- Site Plan Review 585.00 Sign Rent 200.00 Rezoning Fees 500.00 Subdivision 650.00 GIS List 114.00 Total Cash Check 3007 Change 2.049.00 0.00 2,049.00 0.00 �CANNEC