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HomeMy WebLinkAbout10.E.2. All Saints Preliminary Plat and CUP-Res. No.7255 IO.E.�. CITY OF SHAKOPEE Memorandum CASE LOG NO.: 12 -034 TO: Mayor and City Council Mark McNeill, City Administrator FROM: Julie Klima, Planner II SUBJECT: Preliminary and Final Plat of Shakopee Catholic Community Plat land Conditional Use Permit for Senior Housing MEETING DATE: November 20, 2012 REVIEW PERIOD: August 9 to December 7, 2012 ACTION SOUGHT Offer and pass Resolution No. 7255, a resolution approving the preliminary and final plat of Shakopee Catholic Community Plat 1 and Conditional Use Permit for Senior Housing. This action has no immediate budget impact. INTRODUCTION Trident Development LLC has submitted an application for preliminary and final plat approval of Shakopee Catholic Community Plat 1 and Conditional Use Permit approval for Senior Housing. The subject property is located north of Thrush Street and west of Independence Drive. The subject size is approximately 10 acres and proposes the creation of a lot and an outlot. The Senior Housing facility proposes the construction of a facility that would house 84 living units, as well as, common areas such as dining, wellness center and other gathering areas. Please see the attached Planning Commission reports for further detail on the proposed use. PLANNING COMMISSION RECOMMENDATION & DISCUSSION The Planning Commission reviewed the request for preliminary plat and CUP approval at its October 4 and November 8 meetings and has recommended approval, subject to conditions, of the plat and the CUP to the Council by a 3 -2 vote. Copies of the Planning Commission reports are attached for your reference. The Planning Commission discussion included questions from the Commission regarding construction materials and building design. Specifically, Commission Collins suggested design elements, such as the use of cultured stone and Lighter colors that could be utilized to minimize the scale of the building. Staff assured the Planning Commission that building materials would be reviewed at the time of building permit to ensure conformance with the City Code requirements. Since the Planning Commission review, the applicant has provided a revised preliminary and final plat drawing (See attached Exhibit CC -1). The revised plat drawing proposes to "square up" Lot 1, Block 1. This enables the resulting parcels to be more uniform in their configurations. This revision does not have any impact on the site plan. The site plan remains unchanged from what was reviewed by the Planning Commission on November 8. The applicant has submitted a letter (see attached Exhibit CC -2) requesting a reduction in the park dedication fees that would be due for this project. Based on the adopted fee schedule, this project would have a total park dedication fee of $373,800 (84 units @ $4450 per unit). The applicant is requesting that 1 the park dedication requirement be reduced based on the negligible impact it feels the residents of this facility would have on the City's park system. If the Council wishes to reduce the amount payable for park dedication fees, it will need to propose a revised condition to the draft conditions of approval regarding park dedication payment. ALTERNATIVES 1. Offer and pass Resolution No. 7255, a resolution approving the preliminary and final plat of Shakopee Catholic Community Plat 1 and a Conditional Use Permit for Senior Housing, subject to the conditions proposed. 2. Approve the Preliminary and Final Plat of Shakopee Catholic Community Plat 1 and a Conditional Use Permit for Senior Housing, subject to revised conditions. 3. Deny the Preliminary and Final Plat Shakopee Catholic Community Plat 1 and a Conditional Use Permit for Senior Housing. 4. Table a decision on the Preliminary and Final Plat of Shakopee Catholic Community Plat 1 and a Conditional Use Permit for Senior Housing and request additional information from staff and/or the applicant. RELATIONSHIP TO CITY GOALS This item relates to Goals B and D. ACTION REQUESTED Offer a motion to approve Resolution No. 7255 A Resolution Approving the Preliminary and Final Plat of Shakopee Catholic Community Plat 1 and a Conditional Use Permit for Senior Housing, subject to conditions, as presented, and move its adoption. L d i , i. , or Julie Klima Planner II h: \cc\2012 \11 - \12034 all saints prelim final cup.docx 2 RESOLUTION NO. 7255 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE PRELIMINARY AND FINAL PLAT OF SHAKOPEE CATHOLIC COMMUNITY PLAT 1 AND A CONDITIONAL USE PERMIT FOR SENIOR HOUSING WHEREAS, Trident Development LLC, applicant, and Church of St. Mary, property owner, have made application for preliminary and final plat approval of Shakopee Catholic Community Plat 1 and for a Conditional Use Permit approval for Senior Housing; and WHEREAS, the subject property is legally described as: The East Half of the South Half of the Southwest Quarter of the Northeast Quarter of Section 17, Township 115, Range 22, Scott County, Minnesota; and WHEREAS, the Planning Commission reviewed the requests on October 4 and November 8, 2012 and on November 8, 2012 recommended, by a vote of 3 -2, approval of the proposed preliminary plat of Shakopee Catholic Community Plat 1 and the Conditional Use Permit for Senior Housing with conditions; and WHEREAS, the Shakopee City Council reviewed the Preliminary and Final Plat for Shakopee Catholic Community Plat 1 and Conditional Use Permit for Senior Housing at its November 8, 2012 meeting; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee, Minnesota that the preliminary and final plat of Shakopee Catholic Community Plat is hereby approved subject to the following conditions: I. The following procedural actions must be completed prior to the recording of the Final Plat: A. Execution of a Developer's Agreement, which will include provisions for security for public improvements within the Final Plat and the engineering review fees. B. Payment to the City of Trunk Sanitary Sewer Charges, as required by the most current City of Shakopee Fee Schedule. C. Payment to the City of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment Charges, as required by the most current City of Shakopee Fee Schedule. D. Payment to the City of all storm water management plan review charges, as required by the most current City of Shakopee Fee Schedule. E. Payment of park dedication fees in lieu of land dedication shall be paid in an amount consistent with the most current City of Shakopee Fee Schedule at the time of recording of the final plat. 3 F. The proposed subdivision, as a whole, will not exceed an average impervious surface percentage of 60 %. G. The shared access for Lot 1, Block 1 and Outlot A will be a private drive and the City shall be provided a copy of the permanent access easement and maintenance agreement prior to the recording of the plat. H. No additional access, other than the one being provided by this subdivision, to Independence Drive will be allowed for the future development of Outlot A. I. All storm sewer will be private. J. The applicant will obtain a private drainage easement/arrangement from the Shakopee Area Catholic Schools for the use of their storm drainage system to accommodate drainage from the All Saints Addition. A copy of the recorded easement/agreement will be submitted to the City. If an easement/agreement cannot be obtained, the applicant and the city can investigate the ability to connect to the public storm sewer system in Independence Drive. K. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be recorded with datum on the Scott County Coordinate system. L. Right -of -way, in the form of a sight triangle fifteen (15) feet in dimension, will be provided at the intersection of Independence Drive and Thrush Street. M. Easements need to be shown on the Final Plat as approved by the City Engineer. II. Following the recording and the release of the Final Plat, the following shall apply: 1. Trees are required to be planted as follows: a) A minimum of four feet from impervious surfaces. b) A minimum of ten feet from property lines. c) Not in easements containing utilities. d) Not in City owned right -of -way. e) Not below overhead utilities. f) Not below high water levels (HWL) in existing or created ponds or wetlands. g) No planted tree species shall comprise more than 30% of the total quantity of trees to be planted on the site. h) Consistent with the Shakopee Tree Planting Guidelines i) Ash (Fraxinus sp.) and Colorado Blue spruce (Picea pungens) are not allowed to be planted. 2. The developer should implement the use of Best Management Practices for erosion control and storm water management during construction. NOW, THEREFORE, BE IT FURTHER RESOLVED, by the City Council of the City of Shakopee, Minnesota adopts the following findings and that the Conditional Use Permit for Senior Housing is hereby approved subject to the conditions listed: Finding #1 The City has not received any evidence that the use would be injurious to the properties in the immediate vicinity nor that it would substantially diminish or impair property values in the immediate vicinity. 4 Finding #2 The establishment of the conditional use would not impede the development and improvement of the surrounding vacant property for uses allowed in the area. The proposal considers and plans for the eventual development of the surrounding vacant parcel. Finding #3 Adequate utilities, access roads, drainage, and other necessary facilities have been or will be provided with the development of the site. Finding #4 The Board of Adjustment and Appeals has determined that this use is similar to those already permitted by conditional use permit in the Urban Residential (R -1B) Zone and should be allowed through the review process of a Conditional Use Permit (CUP). Finding #5 The proposed use is not in conflict with the comprehensive plan as the Board of Adjustment and Appeals has determined this use to be similar to those already permitted by conditional use in this zoning district. 1. The site shall be developed in general conformance with the site plan dated 10/17/12. 2. The conditions of approval noted in Resolution No. PCO2 -078 shall apply unless otherwise superseded by conditions contained within this resolution. 3. All building and parking setbacks shall comply with the requirements of the underlying Urban Residential (R -1B) Zone and Section 11.61 (Parking) of the City Code. 4. Approval of the CUP does not constitute approval of signage on site. All signage shall be reviewed through the sign permit process. 5. All trash receptacles shall be fully enclosed, including a top and shall be constructed of material similar to that used for the principal building. 6. Construction materials and landscaping requirements shall be reviewed for compliance at the time of building permit review. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held the day of , 2012. Mayor of the City of Shakopee Attest: City Clerk 5 SHAKOPEE CATHOLIC COMMUNITY PLAT 1 EX41181 C,C • KNOW ALL BY THESE PRESENTS: That The Church of St. Mary of Shakopee, Minnesota, o religious parish corporation. owner CITY COUNCIL, CITY OF SHAKOPEE and proprietor of the following described property situated in the County of Scott, State of Minnesota, to wit; We do hereby certify that on the _ day of . 20_, the City Council of the City of Minnesota, approved this plot and is in compliance with the provisions of Minnesoto Statutes, Section 505.03, Subd. 2. The East Half of the South Half of the Southwest Quarter of the Northeast Quarter of Section 17, Township 115, Range 22, Scott County, Minnesota By Mayor Has caused the same to be surveyed and plotted as SHAKOPEE CATHOLIC COMMUNITY PLAT 1 and does hereby dedicate to the public for public use forever the public ways, as shown on this plot and also dedicate the easements created by this plot for drainage and utility purposes only. By. , City Clerk In witness whereof said The Church of St. Mary of Shokopee, Minnesota, a religious parish corporation, has caused these presents to be signed by its proper officer this day of , 20 CITY ATTORNEY, CITY OF SHAKOPEE THE CHURCH OF ST. MARY OF SHAKOPEE, MINNESOTA I hereby certify that I hove examined this plat of SHAKOPEE CATHOLIC COMMUNITY PLAT 1 and do hereby recommend this plot for approval as to form this day of 20_. By as STATE OF BY City Attorney COUNTY OF This instrument was acknowledged before me on by as of The Church of St. Mary of Shakopee, Minnesota, o religious parish corporotion. SCOTT COUNTY SURVEYOR Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as amended. this plat has been reviewed and opproved this doy of 20 Notary Public, By My commission expires Scott County Surveyor I. Thomas R. Bolluff, do hereby certify that I hove surveyed and platted or directly supervised the survey and platting of the property described on this plat as SHAKOPEE CATHOLIC COMMUNITY PLAT 1; that I am a duly licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that oil monuments depicted on the plat hove been or will be correctly set within one year as indicated on the plat; that ail water boundaries and wet lands as defined in MS 505.01, Subd. 3 existing as of the date of this certification ore shown and labeled on the plot; and that all public ways are shown and labeled on the plat. SCOTT COUNTY AUDITOR/TREASURER Dated this day of 20_ I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this doy of 20. Thomas R. Bolluff, Licensed Land Surveyor Minnesoto License No. 40361 Scott County Auditor Scott County Treasurer STATE OF MINNESOTA COUNTY OF Signed by , Deputy This instrument was acknowledged before me on by Thomas R. Baliuff. SCOTT COUNTY RECORDER Document Number Notary Public, 1 hereby certify that this plot was recorded in the office of the County Recorder for record on this day of , 20_, at My commission expires — o'clock _.M. as Document No. By. Scott County Recorder (f Car . t�c ENVIRONMENTAL • ENGINEERING • SURVEYIN:. SHEET 1 OF 2 SHEETS 1 SHAKOPEE CATHOLIC COMMUNITY PLAT 1 EXI4I 2t - 1 North line of the East Half of the , -South Half of the Southwest Quarter of the Northeast Quarter ' VICINITY MAP l 1/2 ha iAn P ,, 5 651. "E a".•.aaeni. c� i 651.74 r (Nor TO SCALE_)_ 611.74 --- .. - - - - -- -- - - - - -- 40.00 30 10 40 40 .17E i I 11.1" 0 1 / ` w -- Thrush 5l. / > of I I I i I j N �" C) Q o < Cit of Shakopee, Scott County, Minnesota C) Section 17, Township 115, Range 22 io F_ n ca 55 - _ _ - A o ie u 1 I L- o i as. i • 2il l uio mo 10 �' Lfi _[ • _ 0 U T L 0 T A L Orientation of this bearing system Is hosed on the E (. North line of the East Holf of the South Half of the _` 3 in ° W s e - which ` Is s assumed r t of hove a beoring Northeast of South 89 Cs: N > degrees 46 minutes 43 seconds East F CC C] O Denotes Scott County Section Corner Monument. 08 noted LI J F o 7 DRAINAGE AND UTILITY EASEMENT, - • Denotes found iron monument. oe noted W a 1• . A ! a / •r L'J (• `) Denotes 1 2 inch by 14 inch iron Q LaJ / y pipe set or to S1Of ¢ 1 1 0 , 10 3 \ °235gE 4 1 10 . C] 0 be set in accordance with MS 505.027, Subd. 10, 3 and morked with license number 40361 Ina, 0 17.00 ,1.10I1D I, -' N 1 11 U u1N -, - N8913'1 "W .. - f Y z fD o - a Z -d \ : 4_ 444.76 1 ^ Q L c' �� 18.OS -; r ' ` \ �O LLI 10 o q C) 1 1 27 L -] ' 1 L ` - 2 - , 7. " AND UTILITY EASEMENT F - 11' p In z Ney \ s 4 N 1 Ie L r ', \pJ p >._ DRAINAGE AND UTILITY EASEMENT-, la W o ` o N8912•5 -T o _ -•;- 1 Cl_ 3"W r 1� .L— ___ —__ —_ 3 96.6 6 °— 0 1 1 rs 1 ,s., • ) o________________- 256.21 __ _ _ L., _ W s' ^ t ' T o - ' � r 1 - v 8 � \ ` D RAINAGE AND U TILITY EASEMENT-' 25TA � ' '110 10 z _ __ ` `(t s $ Sp p °47 .01 W _ C <c k- (% ) [] <C / t - EASEMENTS O G ARE N SHOWN THUS: 4 / L'J 3 L 0 T 1 E 5— L 'P:,' C.:" 1 n PM r- Ili 0 0 0 `_ I L a d o o _1_ 1-e--5 T rl 1 n I 8ct oa - ,� being 5 feet in width, and adjoining side lot K lines, and 10 feet in width and adjoining right C of way lines and rear lot lines unless otherwise 0 shown on this plat. B L yr t° `(1`S w r West Quarter Corner of Section 17, � I, \ 40 90 __East Ouorter Corner of Section 17, Township 115. 1 1 ,- Township 115. Range 22 (Found Mag Nail) _ __ - - - -- V -- Range 22 (Found Chiseled "X" on manhole rim) 30 pq�$000 67.96 I I _ — — 615 I 1 t N TH R USH R STREET R 101 N 89 °3 " W L J L I 1 T ri R U 1 le_7— 3 29 0 .6 8 _ ° _ 164.65 O o 20 _ I 1459133119-W 1 ' V 280. _ 1/2 N°n a pp >w. `� C i 59 ( 1 U - _ _ _ _ m 1294_44 / \ 647 ,22 ■ N89 °33 79 "Wj Street and Roadway Easement °n P fl - A J 2"1 NY 1 / South line of the East Hall of the / Per Doc. No. 573276 v TREE STREET N , -South Half of the Southwest Quarter f� of the Northeost Quorter 1 V 1 ✓ r J Carlson f �, F r. r r. n n r 1 n n i i L ' .---- ", T r\ / 1° r I L .ti 1 c SCALE IN FEET F , Y I r, / / / ,..-- 4 20 4p McCain eo I s R [ 1 ..-- .------' / SCALE: 1 INCH a 40 FEE' ENVIRONMENTAL• ENGINEERING• SURVEYING SHEET 2 OF 2 SHEETS X1 e.c IR Development LLC 3601 18th Street South • Suite #110; • Si . Cloud, Mly i63O 1 Phone. 320.258,4438 • Fax 320.252.3603 TgT-11Ti , November 14, 2012 NOV 1 4 2012 By Dear Shakopee City Council Members, The development group at Trident wishes to thank you for your support of All Saints Senior Living of Shakopee as we navigate through the municipal approval process. We remain hopeful that we can complete the process and begin construction yet this fall. One of the remaining matters we continue to work through are the city fees and we are beginning to have a clearer picture of the exact figures. You are most likely aware that part of the process in a project like All Saints is a determination by the Metropolitan Council with regard to our SAC units. The Metropolitan Council views the impact of an assisted living facility to be less than other residential uses and gives a credit based on a formula it has developed. For All Saints the Met Council determined an impact of 52 housing units and I have attached the determination letter that was sent to the city on October 29. As you are aware park dedication fees are established to offset the impact of development on cities' park systems and to pay for future growth. Shakopee's current fee for All Saints has been calculated to be $373,800 ($4,450 per unit). In the case of All Saints we would respectfully comment that we will have a nearly zero impact on the city's park system and our building will likely house residents of Shakopee who have years of dedicated service to our park system through organizations like the Shakopee Lions Club. We understand in these fiscally challenging times it would be difficult for the council to eliminate the fee entirely however, All Saints has incurred unforeseen costs due to timing and changes made to the site plan at the behest of the planning commission. These costs include a drive lane extending all the way around the easterly end of the building, additional legal and engineering expenses, frost footings and additional plantings for screening. To assist in offsetting these costs and because of the negligible impact of our facility on the park system we would respectfully ask the council to view our project in the same manner as the Met Council and use the figure of 52 units in calculating the park dedication fee which would result in a fee of $ 231,400. We believe this is a balanced, reasonable and project specific approach toward a fee we do not customarily pay in full or at all in other municipalities (as a point of reference we have paid a combined total of $ 104,646 in park dedication fees on 10 projects). We look forward to a long term relationship with the city and residents of Shakopee and would like to thank you for your consideration of this matter. Should you have any questions or comments feel free to contact Scott O'Brien at 612 - 741 -3945. Sincerely, Scott O'Brien, Trident Development CEO 11 exki 11311 a -A NOV 142012 Metropolitan Council Environmental Services October 29, 2012 Jim Grampre Building Official City of Shakopee 129 Holmes Street S. Shakopee, MN 55379 -1376 Dear Mr. Grampre: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for All Saints Senior Living to be located at Independence Drive and Thrush Street within the City of Shakopee. The City will be charged 52 SAC Units for this project, as determined below. SAC Units Charges: Elderly Housing (no common laundry) 41 — 1 -bdrm units x 1.5 residents /unit = 61.50 16 — 2 -bdrm units x 2 residents /unit = 32.00 93.50 93.5 residents @ 2.5 residents /SAC Unit 37.40 Memory/Nursing Care 27 residents @ 2 residents /SAC Unit 13.50 Guest Suite (no washer) 1 unit @ 1 unit/SAC Unit x 80% 0.80 Total Charge: 51.70 or 52 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651 -602 -1118 or email karon.cappaert@metc.state.mn.us. Since ly, '` on Cappaert SAC Program Technical Specialist Environmental Services Division KC:kb: 121029B5 Determination expiration: October 29, 2014 cc: J. Nye, MCES Patty Latzke, Shakopee (email) Roger Fink, Trident Development (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MId 55101 -1805 • (651) 602 -1005 E Fax (651; 602 -1477 • ITY (651) 291 -0904 An Equal Opportunity Employer CITY OF SHAKOPEE Memorandum CASE NO.: 12 -034 TO: Shakopee Planning Commission FROM: Julie Klima, Planner II SUBJECT: Preliminary & Final Plat of All Saints Addition and Conditional Use Permit (CUP) for Senior Housing MEETING DATE: October 4, 2012 REVIEW PERIOD: August 9 to December 7, 2012 DISCUSSION: Trident Development LLC has filed applications for Preliminary & Final Plat and Conditional Use Permit (CUP) for senior housing. The subject site of the proposed development is immediately south of the Shakopee Area Catholic Schools (SACS) campus (west of Independence Drive and north of Thrush Street). The subject site is zoned Urban Residential (R- 1 B). Please see Exhibit A for the location map. The applicant is proposing to subdivide an existing 10 acre parcel into 2 lots. The resulting lots would be approximately 7 acres and 3 acres in size. The applicant is then further requesting that a CUP be approved for the resulting 3 acre parcel (which would be purchased by Trident Development) to allow for the construction of a senior housing facility. It is the intention that the remaining 7 acre parcel would continue to be owned by the Church of St. Mary. The Church of St. Mary has not indicated any immediate plans to develop their parcel and as such it is proposed to be platted as an outlot. The proposed preliminary plat is attached as Exhibit B. Attached as Exhibit C is a copy of the site plan showing how the property is proposed to be developed with building, parking and landscaping areas. The applicant's narrative is attached as Exhibit D. The applicant is proposing to construct an 84 unit senior /assisted living building. The facility is planned to include 1 bedroom, 2 bedroom, and studio units. The facility will also provide congregate dining, wellness center and other amenities /gathering areas. Please see the applicant's narrative for further details regarding the development of the site and the proposed use. The subject site was part of the CUP that was issued for the construction of SACS school. At the time of the SACS CUP review and approval, this parcel was not proposed for development and was shown as a vacant parcel on all drawings reviewed at that time. The site plan includes 80 off - street parking stalls (72 surface and 8 tuck -under garage). City Code would require 79 parking stalls. Therefore, the applicant is meeting the City's parking requirements. The site plan proposes an impervious surface percentage of approximately 61 %. The prior CUP approval for this area allows a maximum impervious surface percentage of 60 %. The Engineering Department has provided comment that the impervious surface requirement of 60% will be required to be met on the overall plat rather than being applied to individual lots. Please find attached as Exhibits E and F, copy of the comments provided by the Engineering Department and the CUP for SACS. Staff has incorporated all applicable conditions into the draft conditions of approval. The applicant has also provided a rendering of the building proposed for construction. This drawing is attached as Exhibit G. At the time of building permit submittal and review, design standards such as construction materials and landscaping requirements will be reviewed for compliance with the City Code. The Director of Parks, Recreation, and Natural Resources has provided comments attached as Exhibit H. These comments address payment of park dedication fees and planting of trees on site. STAFF RECOMMENDATION: Staff recommends that the Planning Commission recommend to the City Council the approval of the Preliminary Plat subject to the following conditions: I. The following procedural actions must be completed prior to the recording of the Final Plat: A. Execution of a Developer's Agreement, which needs to include provisions for security for public improvements within the Final Plat and the engineering review fees. B. Payments of Trunk Sanitary Sewer Charges need to be made, as required by the most current City of Shakopee Fee Schedule. C. Payments of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment Charges need to be made, as required by the most current City of Shakopee Fee Schedule. D. Payment of all storm water management plan review charges need to be made, as required by the most current City of Shakopee Fee Schedule. E. Payment of park dedication fees in lieu of land dedication shall be paid in an amount consistent with the most current City of Shakopee Fee Schedule at the time of recording of the final plat. F. The proposed subdivision will not exceed the maximum allowable impervious surface percentage of 60 %. G. The shared access for Lot 1, Block 1 and Outlot A will be a private drive. H. No additional access, other than the one being provided by this subdivision, to Independence Drive will be allowed for the future development of Outlot A. I. All storm sewer will be private. J. The applicant will obtain a private drainage easement/arrangement from the Shakopee Area Catholic Schools for the use of their storm drainage system to accommodate drainage from the All Saints Addition. A copy of the recorded easement /agreement will be submitted to the City. If an easement/agreement cannot be obtained, the applicant and the city can investigate the ability to connect to the public storm sewer system in Independence Drive. K. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be recorded with datum on the Scott County Coordinate system. L. Right -of -way, in the form of a sight triangle fifteen (15) feet in dimension, will be provided at the intersection of Independence Drive and Thrush Street. M. Easements need to be shown on the Final Plat as approved by the City Engineer. They will include, but are not limited to, the following: 1. Minimum drainage and utility easements for public sanitary sewer and storm sewer need to be dedicated per the City of Shakopee Design Criteria, Section 10.1 (A -D). The easements need to be centered along the public utility alignments. 2. Provide ten (10) feet of drainage and utility easement along the southernmost property lines of Lot 1, Block 1 and Outlot A. 3. Provide ten (10) feet of drainage and utility easement along the easternmost property lines of Lot 1, Block 1 and Outlot A. 4. Provide five (5) feet of drainage and utility easement along the north property line of Outlot A. 5. Provide ten (10) feet of drainage and utility easement along the west property line of Outlot A. 6. Provide five (5) feet of drainage and utility easement on Outlot A adjacent to property lines shared with Lot 1, Block 1. 7. Eliminate the drainage and utility easement between CBMH 101 and the existing catch basin on the Shakopee Area Catholic School site. 8. Provide a twenty (20) foot utility and drainage easement along the west property line of Outlot A for the existing 12" watermain installed for the SACS school site. N. Following the recording and the release of the Final Plat, the following shall apply: 1. Trees are required to be planted as follows: a) A minimum of four feet from impervious surfaces. b) A minimum of ten feet from property lines. c) Not in easements containing utilities. d) Not in City owned right -of -way. e) Not below overhead utilities. f) Not below high water levels (HWL) in existing or created ponds or wetlands. g) No planted tree species shall comprise more than 30% of the total quantity of trees to be planted on the site. h) Consistent with the Shakopee Tree Planting Guidelines i) Ash (Fraxinus sp.) and Colorado Blue spruce (Picea pungens) are not allowed to be planted. 2. The developer should implement the use of Best Management Practices for erosion control and storm water management during construction. Staff recommends that the Planning Commission recommend to the City Council the approval of the Conditional Use Permit (CUP) for Senior Housing subject to the following conditions: 1. The site shall be developed in general conformance with the site plan dated 8/7/12. 2. The conditions of approval noted in Resolution No. PCO2 -078 shall apply unless otherwise superseded by conditions contained within this resolution. 3. All building and parking setbacks shall comply with the requirements of the underlying Urban Residential (R -1 B) Zone and Section 11.61 (Parking) of the City Code. 4. Approval of the CUP does not constitute approval of signage on site. All signage shall be reviewed through the sign permit process. 5. All trash receptacles shall be fully enclosed, including a top and shall be constructed of material similar to that used for the principal building. 6. Construction materials and landscaping requirements shall be reviewed for compliance at the time of building permit review. ALTERNATIVES: 1. Recommend to the City Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing subject to the conditions provided. 2. Recommend to the city Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing subject to revised conditions. 3. Continue the public hearing to allow additional information to be provided by the applicant and/or staff. 4. Close the public hearing and table a decision on the matter to allow additional information to be provided by the applicant and/or staff. 5. Recommend to the City Council the denial of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing. ACTION REQUESTED: Recommend to the City Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing subject to the conditions provided. / c Imp J ie Klima lanner II h: \boaa- pc\2012 \10 -4 -12 \12034 all saints prelim.final.cup.docx Ex+l1: r-- Scott County, MN 1 {, .. + 'l 1743 • +1] r-. 1705 1 ' -, P'?' t 17"-`1, .- 1311 + 2ti a 441 ' )35 1 7 1 I - - 2133 x]51 1' 3,3 .323 - 1753 r «. _3 t 3 -2 3n . 23 3 ?5+35 .t.-' -. II 117_ 1 .79. 1. '2210 t .. y 132] r s' 1313 ,r•• �, = .-'' 5.137 _ I , i 1�:3 1 1 ` 1.D17 j iw 3 --, r 1 1 f 18 5 1 1831. I 11'2 1841 1 3_ t 2 ' ' : 1335 1 ■ • 1 1 1823 . "1,. , t t 1• 1 c .351 1333 1 1 t+ 1 13 1 7 - - 1. 13 'e1 `- 11-7 1a - 1]37 3 i ta " t ,: - r 1'727 , 1 /131 . .13:7_1 1. 1 3 1 1 .,� ... ..1 t 1 3 t Zen 1z151 ' 1.J'3 �.1d$3 1335 1113 1/133 , -'7 1353: 1135 1 t. 1,-:,-J 1370 ' 135[. 183.1 '1:333 s..;. . . � � ` Ian k 1171 1 ; .: 1 3 , t' e 113. L 1 iv 1 1 5 I .1335 1 E.. 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A 6 ��V_r ® � , - ` ` � � 1r37 3321 :. _ 4 i�+a' te r I . +] Property Information Parcel ID: 279170150 Bathrooms: Taxpayer Name: CHURCH OF ST MARY OF Year Built: Taxpayer Address]: 2700 17 AVE E Deeded Acreage: 10 Taxpayer Address2: SHAKOPEE, MN 55379 GIS Acreage: 9.84871 Property Addressl: Zoning Classification: Property Address2: Legal Description: Section 17 Township 115 Range 022 E1/2 S1/2 SW1 /4 NE1 /4 School District: 720 Plat Name: Estimated Land Value: $460,000 Block: Estimated Buildings Value: $0 Lot: Total Estimated Market Value: $460,000 Unique Well & Boring No.: Home Style: Well Depth Drilled: Bedrooms: Well Date Drilled: This drawing is neither a legally recorded map nor a survey and is not Map Scale N intended to be used as one. This drawing is a compilation of records, 1 inch = 549 feet information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference VV E _ , r 4 .- purposes only. Scott County is not responsible for any inaccuracies herein Ma p Date _ contained. If discrepancies are found, please contact the Scott County Surveyors Office. 8/20/2012 S / ii If . X NIF. II l ' I '� oe / SIT DATA N LA / y / j ,e I d $ ■ / n I I ; f q\ / TOTAL AREA ±10.00 AC. I q r / A Y T s TOTAL PROPOSED ROW AREA 0.75 AC. `/ • _ ' (1 t' 1 v / y i o , / TOTAL LOT AREA 3 "38 AC. ; - -0 N 1 l ' \ / / TOTAL OUTLOT AREA 5.87 AC. N 2 1 i_ e» a. of a. mt ,/z e N. s;':'11,,I./;,t. aye * 1 o o d b SNW Ip l of ro. HE E ,/• et sl e a R x2 ! / ' TOTAL NUMBER OF LOTS 1 0 w c LL I ' R 1 r - _ - , _ - _ \. T I TOTAL NUMBER OF OUTLOTS 1 low - •I ; ' 1 i d aC / __ - -- "-,x),. \ r PW:279170210/ \ _ / __ PIO: 273210300 ` Nv a. bows: / O O \ 1 \ - - - yy :i ikv E el4.43 / - - - I ` � \ ' / e ' S g j � a . eta -- - $ PR 0 ED ZONING R- B w ~ rT \\ N -RNVLa dsw E. Nv aJ w$ J ` v \ - :.+are i - 1_vetd I 6 ,r BN t / { -__ - \ _ - - .. ._.._. -- - O a UTILITIES AVAILABLE M Z in c 0 A - - - -- \ \ . - -. _- -.. I 4io I- a. 40)0, I. 40 ./...- w "'^ iv r / - -- L .I \� \ � ..e.4.� .- I l ,q ilo'� I "�- ° / -� .\ f.. \ 1 \\ _ ,_ ' --._ - -'•-• - _ _ - - _.__. I, o,. / __ �_ -_' - ua _ - -- - - - - -_ -' t I ; / / LEGEND ; ° .. i \1 • -•� -. I s z c a y; . \ 1. - _. _. _- � - _ _. - - __ - - \ '�-•II I 1 0 / SETBACK LINE - _- _ -_ - -- W n 0 / g 1 i `\.._,. ` _ - \ -r,-__....___-., 1 �' p I ..•' I / E)aSTNC CURB co d I 41 N \ �`` \ `\ I . \ /� \ - L. - - \ ` . / y ___,/ I ; 1 / / EXISTING STORM SEWER - -C<- ,,,„-«-- N \/ \ \ C . ,. / I � T \ -, � Ic;.. 1 1 I E. / I 'h r EXISTING TNG WATER SANITARY SEWER - l- - _ y - u \ y \ \ \ --g,.., sr.• \ \ ���; \`\ I .55'. / EXIS UNDERCRCU FJEC178C / \ ? I - _, ` , / \ I I h y a J ' � ExISTI NG FENCE / \ \ ,.\ \ \ \ 1 �r . r - 1 S. 10' 2 CONTOUR -Bar-- \ / \ \ .y \ ' I \ "\ \ J 1 I j b ' H `l / LATE VALVE Z 1 \ / I _ \ . I f i- \ - 1••t • , \ -_ 1 . C ; } . § n / UGHT POLE u \ ..,. \ \ '\ ` , `` j/ __ 1 ` `- ( .- / ,- Y - ;1 ;. : 1 1 \ a ..--- HAND HOLE ❑ 1- I >, •I \ ` \ \ I i 1 7• ., ° i / A 1 --' i I ,� :I I a / FIRE HYDRANT .1 19 - - / / :` j 1 l \ r, �\ ' I T / / IuR ED END SECTION �F O. CL ,, \ , j \ j \ \ X % t� L' 4 1 t.--ii 1 1 3 i / / SANITARY OR STORM MANHOLE 0 >- 0 s \ 1 S S - SIGN a - \ cosmic NOUSE i ? k ` \ € 11 / Q Z \ V I �'. ( ` \ " I ` I 1 / FOUND IRON MONUMENT, AS NOTED • • W 1 \' V l''': 1 ° I\ I �, PID 273290150 I l OUTLOT A - 1 / Z cn d r 1\ (I I I ✓ SET IRON MONUMENT I „) co Z CA ; �� ` 1 �\'\ tI I ° � \ \ LEGAL DESCRIPTION w U i Ii 19M N = ' ' o_ \ ;^ x' \ s„..,,,, s„..,,,, • `\ - r , / ^ !'� i 'tl I l I aNI C � ry 8: PARCEL DESCRIPTION (PER 11TLE COMMITMENT NUMBER 107689 DATED _ cn s Eaa Mgrs[ I I 7''' � \`\ \ sr - i SEPTEMBER 26, 2011 AT 00 AM PREPARED BY TRI- COUNTY ABSTRACT - r " . \N --•""" / ' s \ \ ; 254.8 ' - � 1 f"' z - AND LE GUARANTY, INC. AS AGENT FOR FIRST AMERICAN TIRE ,J CC I fi' \4 < �` - M6 eye a 11T INSURANCE COMPANY): 1 ' ' 5 / op � \ ••• •N % ,°., ' \ ' 'y / ' I 1 1 1r I T he E ast Half of the South Half of the Southwest Ouorte• of t he Northeast Q °'N - ,,e3; I , / / ! - �' \\ 4 � d .a ^ J \ 1 s 1 0� � Quarter of Section 17, Township 115, Range 22. Scott County, Minnesota. C ° � I �\ \ \ D y \ y t+C ` `,. \ \.\6 7 ' \ ` ' I ,f j •i3 W \ (Abstract Property) - E \ . 18 J ,' `^_ _.--- ` \'- \ \ \ Rye ` .. - 1 S7 1 I � ) EON _, - \ 'DP ;� r I 1 ` • • � - ,� x 1 1 I , S n \ \ \ NOTES 1 Eav,NC,,,,,I is g I / % //• / /'.- '\ -\ `�' ?: \- -Sd12'5, rR•»N.d 1_ a utwr Eaxmmt .n4.z e1� , I I N - \ 1. Bearings shown Hereon bases m the Scott County coordinate System. (J I II, E / y ' :.\ -'- rsr - - ate - - =7 CJ • =ti \ J 1 - \ \ �. - 5 . 4'4 '%•+ \ � _I( \ - - -- -- ., - ' j I -w 2. Subject to an easement for street purposes and Drainage 8 Utility J M i " I 1 i \ \ <y Gr '~. ■ \ I 1 _. ^ i <_ ,• - purposes, in foyer of City of Shakopee, as t forth in Easement, dated O e- -`\ I i . T \ � \ �` .. \ \ \ \\ ` k lo I a' I a I `• I D 5' March 15. 2002, filed of record November 20, 2002, as Document Number ^E 60 1 Y\ -. v I I I 1 ' ? 1 ,\ \ "\ .\� ` \ \ �\ `n, \ LL1 J ^ r\ 1 E .! s I Ia.T 8i 573275. ' a '"f te .+ r \ \ \ \ \ • \ \ A ■ ✓ '''\ I n � 0- ^ F 3. Subject to an easement for street and roadway purposes. In favor of Z 7 , �7 fT r F1 I - I' , r ` A 1 n 1 • 7 1 I \ • \ •\ •\ '. • \ • \ - I F. , a �_ City of Shokooee, set forth in Easement, doted March 15, 2002, filed o. U1 (f) 0 • ( �' 1 \, . \ \ \ \\ \ 1E' I V•1 E W record November 20, 2002, as Document Number 573278. Al Ew51TNa HOUSE " Cif 1 I: t ✓f I \ \ \ \ • • \ \ \ ,\ \ w ` .c M T a. - - - - _..1 a � /' w. � 1 I I \ '� \ \ . • , \ \\ -r `V 1 uiI i • ? 3 - N 0 Z ✓ I a -� \ `\ `, \ • \ • \, TIT T rl '� J ii '- ROAD L- ^�.. --Y j I 1 I - --- '_ -'_-- - --- ,\ ` \ \ \ \ . s‘ , \ \\ \ \ 147.195 Sq.Ff.\ \ , t oQ I I , r I - W MA T W t, HIA:J CAD u 1. 1 / T n \ \ 1 T N - -, -\ n ` ,, 1 , 5 I 1 '' ti r / ; \ \ \ ,\ \ --BLOCK .. Old E ' 1 - - - - - - `" ELS1,Na HOUSE j i I \\ \ \ \ \ o 1n 'I I Z -- ° T t ( --- -._iris__ J \ _ \\' \� \\ \' \ _ 7 " 1 ' I o 25 so 100 Q o _ . I' •\ � `. 1 �\ - -\ \ i ~ 1 a I t' 1 ` ( IN FEET) = P F. • I n 1 . t Rbdw A;Easf t p r. �s 1 4 I 'a I`, R EVISIONS E%IYTNG HOUSE / e _ 1 \_... 1- DtT . N , 573 ` N e^ ,? I a { _ i 40 40 h J I BENCHMARKS a • I - -J : /� 1 .` "' / / 'J'J ° q d, (` 1. TOP NUT OF HYDRANT LOCATED ON THE - - - 2• 1 �_ -) \� _ _ - _, • � •- �� � i ' ,,._ - _' :_,,.__ __ � ` ! � • _. 8 3 m WE ST SIDE OF INDEPENDENCE DRIVE 3. �. _ I '.. . 83.0 '/ eO a. 60 �- �\ 5./ - / ' a p• ._761.6' .~ �� ELEVATION: 828.911 (9050 29) USH ST. :f PID: 273210170 Y % - R \ e j1 c . s. - - T j\. s� 181.6 : a u EL" 4TZ I. E L= Sigh 1 - 1 'x -iii 1 s� %u EL. en Df T P7 R L J fl 2. TOP NUT OF HYDRANT LOCATED IN TI1E 1 - I 185. - v Ey- =Al \ 780.6' `.e 0,4 I I . �5_ -- < - SOUTHEAST QUADRANT OF INDEPENDENCE r , J DRIVE AND THRUSH STREET. 0OOW# BY co DOSING NOUSE I w• / / 647 22 n '1T � 1L- e ELEVATION: BSZ.n N I North n. of the East 1'2 e, the sauN x et th•� � �,` / t9 -- 1- 1 -- r -I- I I I I GVD 29 , I'1 n I T 1 A h 1 NE I/4 e tr tts. R 22 . N 89 ° 3 T9_' NM r _ x` ( ) DESIG By: 111 c -.L- V I I 1 �I, ry / (, SW of tM 1/' V• Y: . . 1 �- >' = \ = I I - L r - `1 PID: 273430030 PI P11): 273430020 \ PO:273430010 t �i �t --- i NU T STREET \ /'� ,� / S �_ NV P. ii4:8� I ISSUE DATE, 011/07/12 _ T _ - -� i EleAm, ,,,,,,,E ( i p / ' - F i e0 v Z h I';,-T. ' I '1 J I , L '•, . ' 1 I CALL BEFORE YOU DIG $ ^ _i ^' V I w ------ ` -- r DOSING HOUSE ! i � / I I y port was prepared by me or under my r\ PID :27 }160060 /' ' PID:273431090 I I PM: 273431100 I hereby cemuy that this survey, plan or direct supervision and that I am a duly 1. CJ'r 1L_ EMS HwsE I v / P10:273431080 I I I I Licensed Lend Surveyor under the laws of I / ; • I .1' I the Sta. of Minnesota. w s determined according to C 1 J I I I \ 'D / \ r j 1 I - Name: Thomas R. Balluff, R.L.S. L.S. S. 2 / 5 PID: 273431070 r- iJ I 1 I \ / t, 1 L - L. I A SI nature\ Know what 9 -- �`� O '' I , Date: 08/07/12 Ucense Y: 40361 / -- -- . ` 6 CaII b you dig. _ __,,,._ _ Q _.--- \ ( ` \ • i t _ _ 1 a �a ab e e T Fe s surfac utility information Shawn on this plan i utility ' .. / C Quaky Level D. This quality levee 2 I arts guid C of G /ASCE 38 -02, entitled "Stanaard Guideline /Of fo• the Collection and Depiction of Existing Subsurface Utility p Di- to." Ticket No_' 113111324, doted 11/07/11. V — tT3 ri- • j CI i ■ , ", 1 / SITE PLAN LEGEND Tu u I / O CD in / EXISTING PROPOSED L7 u I 1 _ I / PROPERTY UNE _ _ — _ _ s h III 1 i E ASEMENT LINE 1 SETBACK UNE — C 1. 3 to 1 I CURB __ - -- 0110 N N M I D I Y 1 1 BITUMINOUS : ; U I !II, I • SAWCUT EX CONCRETE. - ,. y ? 1 REPLACE W/EQUAL SECTION. CONCRETE E' � • ( C O 1 ;W I SANITARY SEWER >- — >— L W O lCZ = 711 I I WATER MAIN - 1- —1— Z I MATCH STORM SEWER »- —»— V Z O O 11111 I V ii 1 I EX. CURB U.G. GAS — rn — w O O -. -24 - III I U.G. EU ELECTRIC — u J i �I 1 U.G. UTILITY 08 T I I HYDRANT 1W Z !n co C------ ^ w 2 HI / � � 1 I I SAWCUT EX WATER VALVE Z c0 ©d \ a ` , R J y � ' " I BITUMINOUS UGNT POLE �T 0 N 4'.* n q1 ' CONCRETE 1 P o I DENOTES PED RAMP E W a C APPROACH ; l SS < G \ ® NOSE REMOVE EX. CONCRETE L 6OE © e m IIO WALK &CURB /CUTTER coo. N » » » L I » » » O » era' »� _ _ , o-� I v / CUT CURB j ` I b \ r 1 s MATO, \ \ SITE PI AJLNOTFS 3 am 17 b FT. E - 9LC 4. TB Oi - 25.s -- I I 1 ALL DIMENSIONS ARE TO FACE OF CURB UNLESS • / ! ® . ONUMENT3 as 1 \ OTHERWISE NOTED. Z i/ ( / SIG I 2 ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE ' Nal ,p, ' ' 4,4. q I 1 _ n SAWCUT EX. CONCRETE OF THE BUILDING UNLESS OTHERWISE NOTED. I..1 ! 1 ? a! J CA ' 220 1 a, i REPLACE W/EWAL SECTION. J y 4 / --�q "1 STALL (O R ,, p ' 3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS /i / b I INTEGRAL CONC. 'P 0 °i HANDICA PARKING r 1 —T� • I ` SAV/CUT E %. OTHERWISE NOTED. p P WALK /CURB J 9 -INTEGRAL CONC. I'P ; ,wz 1n E h STALL 8's 20 O P WALK J I > r". : - BITUMINOUS 4, P ( ) q J - n 0 � A1.3 =I' {. TYPICAL PARKING STALLS ARE 9' %20'. HANDICAP 0 ' PARKING STALLS ARE 8x20' Cr M C BOCI A REMOV EX \ \\ 11 , O \ \ N ' / I I E %TC�URBii BITUMINOUS. J Z II I ®\ ® ®\ 0 ®\ off I I ; 1 11 REPLACE W/ 5. IT SHALL BE THE RESPONSIBILITY M THE n , W \ 202 , ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE i EWAL SECTION. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND \ \ \ 20.2 1 I ! " I I W tn OJ \ , \ O T u START OF SITE WORK. THE CONTRACTOR SHALL N .. -}-I� 1 STEP °� wr� i.o m In � L�-}' • NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPA ~ U a i �\ a} 7 cT 0 0 TE F, _ `� ._ 30 I 1 1 a REPLACE EX. OR VARIATIONS FROM THE PUN. Z I ' • 5' CO C. ? r� �AI �TSIDEWAUC A 4 .., - ; I U) Cr WALK WAJJ(/cURa°NC CANOPY i m Y 2 _ ' 5' CONC. ' I SINKAGE & STRIPING NOTES • WALK , W • 1 I - yi ; I > I 1. AU. SIGNS SHALL BE PLACED 18 MINIMUM BEHIND ® J - • . . x CURB UNLESS OTHERWISE NOTED. ' ' I - • . COVFREC . ,- Q PORCy _ 0 I 0 2 SICNAGE SHALL INCLUDE SIGN, POST, HARDWARE, u CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). 4 i. BENCH T i 1 W .I� (TYP) 1 1 I I 1 0 I 3. PARKING LOT STRIPING SHALL BE 4' SCUD WHITE • ENTRY .I ! 11 T Z 1 PAINT LJJ _ 1 4. AU. HANDICAP STRIPING, MARKINGS & CROSS 11 • AND a it I HATCHING SHALL BE 4' SCUD BLUE PAINT. rALURATI0N E Aka • • O .` `, '\ ASSISTED 13 4 II! 1 Z (, USN G - LIVING i ' Lil Q \_ 0 F ACIL IT Y I II. I J M 0 s 1. SIGN SCHEDUI F (PER MMUTCD' `ENTRY — I Pt/ It 1 I Z 0 I Q HANDICAP PARKING SIGN: R7 -Bm W/R7 -8B (12 - x 6) Z i r \ _ ; 11 T ® STOP SIGN: R1 -1 (24% 24 ") Z 0 g1 • • , ' 2 STEPS I a; I © NO PARKING SIGN: R8-3o on. In N FATD. a I fl 0 BARRICADE SON: X4-11 (18 - x 18') In 5' CONC • ; I 1 0 DIRECTIONAL SIGN: R4 -7 (24'x30') a 7 ' / ' 4 WARNING SIGN: X4-2 or x 18� WALK O O Z j Z' I�III�!fll� W 11 T II I ® ( ) J N Y ® B w l • 4 STEPS 5 ) wA G Rz s ` fit 5 STEPS M • I I PARKING SUMMARY > m INTEGRAL CONC. / � � WAUC /CURB f SIDEWALM S Qh 3' TAPER ' O,^s:3 w '•' � .4 GENERAL STALLS 66 W � O Ca Iol I.. _ / / ,� WT CURB GARAGES i I V ^I RI 3' CURB ~ i I '� u HANDICAP STALLS 6 L 55.5 / / CUT ? r' RSA 1 I t-" �� a1 '^ GARAGE STALLS 7 F. - ,, / I A 0 1 TOTAL STALLS 79 I I \ ! RSp _ 1 n 'T ' �s� 2t.5 m l 1 z .-I / / / / - - -. - BOG I W r I T I I 0 i FlLTRATON / ft. U W� _--- (6) w 1 m j N WT CURB OUT CURB ° ' Ii I r .- / MONUMENT \ -- 1 1 1 J(1 I � r~ �- ' Hr 30 FT. FRONT BLDG, SETBACK WALK L _ 17.2 - +� TT W/EOUAL SEC. tam _ _ _ I TRASH ENCLOSURE , RSO ` '$> E % . CON CRETE 91DEWALN - -r_ a 1 a REVISIONS (SEE ARCH. PLANS) fe \ E::. CONCRETE CURB A GUTTER �J� 1 R: y 2A 0 MATCH Wn 7a'— • i - - -» I >C p ' 2. SAWCUT EX. EX. CURB x�°Dfa'it ^ I -I_, J _ C 1- ¢ - / - LG_= �__— __ —__ —_ O 15 30 60 c . -_. s.4,r,.��!_ ..., BITUMINCU: Dv -.San Sxc I V f — < / " THRUSH STREET' �' i i i i ) ° _ I 12 DIP ya4 L- I \\ i ry = I - -1 1- - -I - -- I - - -� -1 1 1 1- ( IN FEET J b. . R > 'i.m ) �) _ - ___ _ sl9 i DRAWN 8, 1Tx /' ��1 „_ - o REMOVE EX. CONCRETE : e: ° 1 1 ,, <-';-' BENCHMARKS DESIGNED BV: JTR / ' - _ _ MATCH -- ISSUE DATE: 08 /O) /t2 \ / '' X11 H EX CURS WALK &CURB /GUTTER. I b • , / E HTC CURS , ` N ` �i. I 1 I 1. TOP NUT OF HYDRANT LOCATED ON THE MATCH SAWCUT E %. REMOVE EX. t WEST SIDE OF INDEPENDENCE DRIVE \� a CONCRETE. BITUMINOUS. 1 I T i APPROX. 420 FT. NORTH OF THRUSH ST. 1 nereer certify that this plan. specification E %. CURB 1 ELEVATION: 828.91 (NM 29) o rre report was prepared a that I duly \ / j // / B ITUMINCUS REPLACE W/ I REPLACE 91/ I s I ( ) r revon was Prepares by me or under my = Licensed Professional \ \� \ / EWAL SECTION. EWAL SECTION. I' I I a 2. TOP NUT CF HYDRANT LOCATED IN THE m a - REMOVE EX. CONCRETE Professional 0 9lr�eer unI der the / / \ WALK & CURB GUTTER. 1 v SOUTHEAST WARRANT OF INDEPENDENCE laws of me stale or Minnesota / DRIVE AND THRUSH STREET. p • / I I ; ELEVATION: 832.27 (9055 29) - \ -' / \ I 1 n ame: Joseph T. Redact, P.E. 1 I I CALL FOIE tar DIG signature: DR / SAWCUT EX. CONCRETE 1 \ / / REPLACE W/EOUAL SECTION\ I I 1 I 811 o Date: 08 /07/12 Ucense e: 45889 / \ I I U / ___ .. / I A C3 ` \ i I i I I Know what's b21 / 1 i i ) j Call before you dig. Of 8 EX -1I BIT b i TRIDEN Development, LLC 3601 18th Street South • Suite #103 • St. Cloud, MN 56301 Phone: 320.258. • Fax 320252.3603 August 9, 2012 Ms. Julie Klima City Planner II City of Shakopee 129 S. Holmes St. Shakopee, MN 55379 HAND DELIVERED & E - MAILED RE: APPLICATION FOR PRELIMINARY PLAT/ FINAL PLAT AND CONDITIONAL USE PERMIT ALL SAINTS SENIOR LIVING COMMUNITY Dear Ms. Klima, Trident Development, LLC is please to submit this application for preliminary plat / final plat and conditional use permit for the proposed All Saints Senior Living Community. This project has previously received City approvals for: 1) business assistance in the form of TIF; 2) re- zoning from AG to R -1B urban residential; and 3) a determination by the Board of Adjustment that senior /assisted housing is a similar use in an R -1B district. This preliminary plat contains a total of 10.0 + /- acres, all of which is currently vacant and owned by The Church of St. Mary. The plat creates one (1) buildable lot containing 3.38 + /- acres and an Outlot containing 5.78 + /- acres. Trident Development will purchase only the three acre lot for the proposed housing development. The Outlot will remain vacant and in the name of The Church of St. Mary. Project Description - Trident proposes to develop, construct and operate an 84 -unit assisted living community at the northeast corner of Independence Drive and Thrush Street. This community will offer independent living, assisted living and enhanced services living to seniors age 55 +. The building will offer a variety of one bedroom, two bedroom and studio apartment units. All Saints Senior Living will provide a full complement of contemporary amenities including congregate dining, wellness center, beauty salon and spa, great room/coffee shop, library and a formal private dining room. The enclosed submittal materials include the proposed site plan along with grading, utility and landscape plans. Also enclosed are building elevation drawings and an artist's color perspective elevation image. A discussion of the proposed site plan and landscape plan is provided below. Neighborhood Meeting - On May 3rd, 2012, Trident Development conducted an informal neighborhood meeting at the SACS elementary school, regarding the proposed All Saints Senior Living development. Direct mail invitations were sent to 73 property owners within 350 feet of the subject property. There were 6 neighbors in attendance. The neighbors were informed of the a location of the development in relation to their property, and provided considerable details of the intended site improvements. Information regarding the developer, contractor and management company was provided, along with an estimated project time line. The neighbors in attendance expressed no opposition to the proposal and, in general, seemed supportive and inquisitive. Trident does not anticipate any great opposition from the neighborhood in obtaining land use approvals. Site Plan Analysis — The site improvements have been designed to meet or exceed the design standards of the City and the anticipated uses of the property. The building observes a set -back distance from Independence Drive of 30 feet, from Thrush Street 40.2 feet, and is set 55.5 feet from the west property line. In addition to the generously landscaped grounds, the site includes a spacious and secured outdoor memory garden, a gazebo with outdoor seating and a drive -under canopy at the main entrance. The trash enclosure is intended to be constructed of concrete and fmished with a cultured stone veneer which will match the stone exterior accents of the building. Two ground- mounted signs are proposed. Each will be externally lighted and contain colors and/or materials complementary to the building. Trident will obtain a separate sign permit for the exterior signs. The primary access drive is off of Independence Drive with a 45 foot -wide, divided boulevard with landscaped center median. Secondary access is provided off of Thrush Street, utilizing two curb cuts which allows for easy traffic circulation. Consideration was given to turning movements for garbage trucks and other delivery vehicles at the rear of the building. A total of 72 surface parking stalls (including 6 HDCP spaces) plus 8 tuck -under garage bays are provided. This equals a total parking of 80 spaces, or a parking ratio of 0.95 to 1. After deducting the 21 residents in the enhanced services wing, the parking ratio becomes 1.27 to 1. This parking ratio has been demonstrated to be adequate for assisted living facilities. Parking spaces are 9'x 20' with drive lanes designed at a minimum width of 24 feet. The existing topography has a considerable amount of grade change. The proposed site plan minimizes the use of retaining walls. There are two small retaining walls designed at the east end of the site. The northerly one is 2 — 3 feet high and the southerly one is 1.5 to 2.5 feet high. By obtaining a temporary grading easement from the owner of Outlot A, a maximum slope of 3:1 can be maintained on the western end of the site. In compliance with current regulations, two infiltration basins are utilized prior to discharging into the existing storm water structures to the north. Landscape Plan Analysis - Trident has engaged the services of a professional landscape architect to design the landscape plan and specify the planting materials. The landscape plan meets or exceeds the minimum design standards of the City, with one exception — the plan does not provide for two (2) over -story trees in each parking lot island of over 200 sf. Trident requests a deviation from this standard because it is believed to be unsustainable for the trees, and the plan exceeds the minimum quantity plantings by an additional 88 plant units elsewhere on the site. The landscape plan provides for a generous quantity of deciduous shrubs, evergreen shrubs and perennials strategically placed to enhance curb appeal of the property and to soften structures such as trash enclosure, gazebo and monument signs. All disturbed areas will be restored with sod and all landscaped areas will be irrigated with an underground sprinkler system. Conclusion - Trident Development respectfully requests approval of the preliminary plat and the conditional use permit, subject to revisions and conditions as may be required by staff. Upon the 12) approval and recording of the final plat, and upon receipt of all required permits, Trident intends to immediately start construction of the site improvements. Enclosed herewith please fmd the following: • Completed and signed Application Form, including the agreement to pay actual costs • Twenty -six (26) copies of the Required Drawings (delivered by separate courier) • An 11 "x17" copy of all drawings • Building elevation drawings (11" x 17" only) • Artist's perspective color elevation image • Copy of the mailing list of all property owners within 350 feet of the subject property • Legal description of the property to be re -zoned • Application fee in the amount of $3,225.00 ($2,700 for preliminary & final plat + $300 for title review + $225 for conditional use permit) We thank you in advance for considering this application for preliminary / final plat and conditional use permit. Let us know if you require any additional information. Please feel free to contact me at (320) 258 -4438 or (612) 242 -6097 if there are any questions. Regards, t Development, I Roger . ink Sr. Vice President Enclosures C: Scott O'Brien, Trident Development, LLC Michael Leech, Community Development Director via e-mail Joe Radich, P.E, Carlson McCain via e -mail Mark Beatty, Cole Group Architects via e-mail X111BUU E, City of Shakopee Memorandum TO: Julie Klima, Planner II FROM: Joe Swentek, Project Engineer ...-Tt SUBJECT: Preliminary Plat & Final Plat, Conditional Use Permit for Senior Housing in R -1B — All Saints Addition PID NO.: 27- 917015 -0 CASE NO.: 12034 SUBLEDGER NO.: 111700 DATE: September 26, 2012 The application indicates a request for a concurrent Preliminary and Final Plat review of a senior housing development as well as a Conditional Use Permit (CUP) for such a use on a residentially zoned property (R -1B). The subdivision is located northwest of the intersection between Independence Drive and Thrush Street. This review is preliminary, as more comments are to follow with additional submittals. However, engineering offers the following comments at this time for the applicant and for the planning department: General Conditions The following items need to be addressed /completed prior to release of the Final Plat for recording: 1. Execution of a Developer's Agreement, which needs to include provisions for security for public improvements within the Final Plat and the engineering review fees. 2. Payments of Trunk Sanitary Sewer Charges need to be made, as required by the most current City of Shakopee Fee Schedule. 3. Payments of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment Charges need to be made, as required by the most current City of Shakopee Fee Schedule. H:`ENG \EMPLOYEE FOLDERS\JSwentek PIat.Reviews \All Saints PP FP.Review (All Saints).docx Page 1 of 4 E Z 4. Payment of all storm water management plan review charges need to be made, as required by the most current City of Shakopee Fee Schedule. 5. The proposed subdivision, as a whole, will not exceed an average impervious surface percentage of sixty (60) percent. 6. The shared access for Lot 1, Block 1 and Outlot A will be a private drive. 7. No additional access, other than the one being provided by this subdivision, to Independence Drive will be allowed for the future development of Outlot A. 8. All storm sewer will be private. 9. The applicant will obtain a private drainage easement /agreement from the Shakopee Area Catholic Schools for the use of their storm drainage system to accommodate drainage from the All Saints Addition. A copy of the recorded easement /agreement will be submitted to the City. If an easement /agreement cannot be obtained, the applicant and the City can investigate the ability to connect to the public storm sewer system in Independence Drive. 10. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be recorded with datum on the Scott County coordinate system. The following items need to be addressed /completed prior to approval of a grading permit, a street and utility plan and /or a building permit: 1. No public improvements (site grading and street and utility) will be constructed until the City Engineer and the Shakopee Public Utilities Commission (SPUC) approves the required Final Construction Plans and Specifications. 2. The applicant needs to obtain a NPDES permit prior to any land disturbing activity. A copy of this permit will be provided to the City. 3. The applicant will provide a storm sewer system design that adequately serves Lot 1, Block 1 and the future development of Outlot A. 4. The applicant will work with the City of Shakopee to extend a sanitary sewer service to Outlot A. 5. The applicant will need to obtain a right -of -way permit from the City of Shakopee prior to any work in the Independence Drive and Thrush Street rights -of -way. H:\ENG\EMPLOYEE FOLDERS 'JSventek. Plat .ReviewslAll Saints \PP_FP.Review (All Saints).docx Page 2 of 4 E 6. The applicant will install concrete cross -pans at each access to Independence Drive and Thrush Street per the most recent edition of the City's General Specifications and Standard Detail Plates For Street & Utility Construction. 7. The applicant will revise all accesses as necessary to eliminate the flow of drainage from the site on to public rights -of -way. 8. The applicant will provide a rock check dam in Outlot A to dissipate the channelized surface water flows north of the shared Independence Drive access. 9. Rip -rap will be provided at all inlets to the proposed filtration basins. 10. The applicant will provide silt fence at the normal water level (out elevation) of the proposed filtration basins. 11. The applicant will provide silt fence along the curb line of the shared access. 12. The applicant will grade the entire site, as proposed on the approved plans, in one phase within one (1) year from the date of approval of the grading permit application. Grading is defined as bringing the site to the proposed finished grade with materials deemed acceptable by the City of Shakopee engineering department, providing topsoil per City requirements and applying seed, mulch and /or sod per City requirements and providing an as -built record grading plan per Section 2.5 of the City of Shakopee Design Criteria. 13. No retaining walls, landscaping or monument signs will be located in drainage and utility easements. 14. Prior to issuance of a building permit, record plans need to be provided in compliance with the City of Shakopee Design Criteria, Section 2.5 and Section 11.2 (A -L). The record plans need to be submitted to the engineering department. Preliminary and Final Plat The following items need to be addressed /completed prior to release of the Final Plat for recording: 1. Right -of -way, in the form of a sight triangle fifteen (15) feet in dimension, will be provided at the intersection of Independence Drive and Thrush Street. 2. Easements need to be shown on the Final Plat as approved by the City Engineer. They will include, but are not be limited to, the following: H: \ENGEMPLOYEE FOLDERS \JSwentek \ Plat .Reviews Swots \PP_FP.Review (All Saints).docx Page 3 of 4 • Minimum drainage and utility easements for public sanitary sewer and storm sewer need to be dedicated per the City of Shakopee Design Criteria, Section 10.1 (A -D). The easements need to be centered along the public utility alignments. • Provide ten (10) feet of drainage and utility easement along the southernmost property lines of Lot 1, Block 1 and Outlot A. • Provide ten (10) feet of drainage and utility easement along the easternmost property lines of Lot 1, Block 1 and Outlot A. • Provide five (5) feet of drainage and utility easement along the north property line of Outlot A. • Provide ten (10) feet of drainage and utility easement along the west property line of Outlot A. • Provide five (5) feet of drainage and utility easement on Outlot A adjacent to the property lines shared with Lot 1, Block 1. • Eliminate the drainage and utility easement between CBMH 101 and the existing catch basin on the Shakopee Area Catholic Schools site. Storm Water Management Plan Review The applicant has submitted a storm water management plan and it is currently under review by the City of Shakopee engineering staff and WSB & Associates, Inc. Please see the attached e- mail September 20, 2012 from WSB & Associates, Inc. The applicant will need to obtain final approval of the plan prior to issuance of a grading and /or building permit. Recommendation Engineering staff recommends approval of the Preliminary and Final Plat and CUP application subject to the conditions referenced above being addressed /completed by the applicant. H.' \ENG\EMPLOYEE FOLDERS JSwentek'Plat.Reviews \AII Saints \PP_FP.Review (All Saints).docx Page 4 of 4 9/24/12 City of Shakopee Mail - All Saints Senior L,. ng Center Plan Review, Shakopee, MN WSB #1381 -37 SHAKOPEE All Saints Senior Living Center Plan Review, Shakopee, MN WSB #1381 -37 Ted Witkowski <TWitkowski @wsbeng.com> Thu, Sep 20, 2012 at 4:32 PM To: Joe Swentek <jswentek @ci.shakopee.mn.us> Cc: Todd Hubmer <THubmer @wsbeng.com >, Steve Gurney <SGurney @wsbeng.com> Good Afternoon Mr. Swentek, I have completed the storm water management plan review for the All Saints Senior Living development in the City of Shakopee. Minor modifications to the storm water management plan are required to bring the plan into conformance with the City policies. I have outlined the items that will need to be addressed to bring the proposed design into conformance with the City policies. Those items are highlighted in bold text below. The storm water management plan for the development uses off -site ponding on the Shakopee Area Catholic Education Center (SACEC) property to the north to meet the City storm water regulations. The proposed off -site storm water management plan is an acceptable method to meet the City policies as long as drainage and utility easements are secured over the off -site storm sewer drainage system, overland overflow routes, and ponding area. The City will require drainage and utility easements over the parcel to the north should be secured prior to approval of the storm water management plan. If not already completed, the Engineer must revise the plat of the SACEC to show dedicated drainage and utility easements over the ponding area, overland overflow route, and storm sewer system serving the proposed, and future, development. The submitted storm water modeling of the existing pond on the SACEC site indicates a high water elevation based on the currently- proposed site improvements. Based on my review of the storm water management plan for the All Saints Senior Living site, it appears that the proposed design is based on the currently- proposed site improvements. I recommend that the comments below be addressed considering the ultimate build -out of the site, not the interim conditions. 1. The 0.3cfs \acre discharge rate control limit from the pond downstream is being exceeded. The proposed 100 - year 24 -hour event discharge rate of 8.3 cfs is approximately 0.6 cfs above the allowable discharge rate from the 25.56 acre drainage area. The Engineer must revise the pond outlet control structure so that the proposed conditions discharge rate from the downstream pond during the 100 -year 24 -hour event is 7.7 cfs in conformance with 0.3cfs \acre discharge limit. Note that City policy requires a minimum 8" orifice for rate control. 2. The storm sewer system design calculations must be revised to use the rainfall intensity design values as shown in the latest MnDOT Drainage Manual, dated August 30, 2000. It is anticipated that any modifications to bring the storm sewer design into conformance with City policies will be made by the developer's engineer. The Engineer must submit updated storm sewer design spreadsheets to demonstrate conformance with City standards. https: // mail. google .com /mail/?ui= 2&ik= 7d2c0b0cf9 &v iew =pt& search = inbox &th= 139e59925f131793 9/24/12 City of Shakopee Mail - All Saints Senior L 'q Center Plan Review, Shakopee, MN WSB #1381 -37 Fl 3. The NURP storm water quality in the existing pond is in conformance with the City policies. 4. The low building opening elevation and low floor elevation freeboard appear to be in conformance with City policies. The design parameters used for infiltration demonstrate the equivalent runoff volume from 0.5" of runoff over the 2.1 acre impervious area can be filtered on site. Based on the soil data on site the proposed filtering appears to be an acceptable BMP for the proposed development. Because the runoff volume from the filter system will be conveyed to the storm sewer tributary to the pond, the modeling must be revised to include discharge from the filtration basins to the existing pond. This completes my review of the All Saint Senior Living storm water management plan. If you have any questions do not hesitate to contact me. • r EngineetiN Piannmg rr►►?? ©© Ernrironr enta3 • Constructor- � doodwas. Me. https: // mail. google .com /mail/?ui= 2 &ik= 7d2c0b0cf9 &v iew =pt& search = inbox &th= 139e59925f131793 0X1138 RESOLUTION NO. PCO2 -078 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA, GRANTING A CONDITIONAL USE PERMIT FOR A PRIVATE SCHOOL WHEREAS, Shakopee Area Catholic Schools (SACS), applicant and property owner, has filed an application dated. July 3, 2002, for a Conditional Use Permit for a private school under the provisions of Chapter 11 (Zoning) of the Shakopee City Code, Section 11,22 (Agricultural Preservation), Subd. 3. (Conditional Uses); and WHEREAS, this parcel is presently zoned Agricultural Preservation (AG) Zone; and WHF,REAS, the property upon which the request is being made is legally described as: The East Half of the North Half of the Southwest Quarter of the Northeast Quarter of Section 17, Township 115, Range 22, and the East Half of the South Half of the Southwest Quarter of the Northeast Quarter of Section 17, Township 115, Range 22, and the East Half of the South Half of the Northwest Quarter of the Northeast Quarter of Section 17, Township 115, Range 22, Scott County, Minnesota; and ar - 1i r l - 0a l -0 Q 4 a aid - bi b t no r i-q /7 -06 WHEREAS, notice was provided and on August 22, 2002, the Board of Adjustment and Appeals conducted a public hearing regarding this application, at which it heard from the Community Development Director and invited members of the public to comment. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF ADJUSTMENT AND APPEALS OF THE CITY OF SHAKOPEE, MINNESOTA, AS FOLLOWS: That the application for Conditional Use Permit No. PCO2 -078 is hereby GRANTED, subject to the following conditions: 1. Shall have all buildings set back fifty (50) feet from all property lines. 2. Shall have parking facilities set back fifteen (15) feet from streets and non - residential property, and twenty -five (25) feet from residential property. 3. Shall have bus drop -off and pick -up areas located outside of the public right -of -way, and designed to enhance vehicular and pedestrian safety. 4. Shall have recreational areas designed for group sports activities set back twenty -five (25) feet from residential property, with adequate screening to protect neighboring properties from noise and adverse visual impacts. 5. Lighted playing fields shall be allowed subject to meeting the requirements of Section 11.60 of the City Code and will be reviewed for compliance at the time of building permit application. All lighting shall be directed on -site to minimize spillage onto adjacent properties. 6. Shall have an impervious surface percent of no more than 60 %, and the remainder of the site shall be suitably landscaped. 7. Landscaping shall be reviewed for compliance at the time of building permit application. 8. Parking requirements shall be reviewed for compliance at the time of building permit application. 9. All trash receptacles shall be fully enclosed, including a top and shall be constructed of material similar to that used for the principal building. F 10. Signage for the site shall be addressed through the sign permit application process. Approval of the CUP does not grant any signage approval or variances. 11. No improvements shall be constructed on city owned property until the City has expressly consented to said construction. Adopted by the Board of Adjustment and Appe of the City of Shakopee, Minnesota, this 22nd day of August, 2002. � -27 -��,� Chair of the Board of Adjustment and Appeals v ATTEST: / / Community Development Director X pp� 3 ^' p± s ma c X t r r ''.- ' '' 'Y''' ''''' ' '' :''''''''''''''''';- ''''''''''''''''''''''''" ''''''' 1":P47i''', "V' ,:j' C;ij-:;! - : : :';' .: ',.' - ' : :'' :::.:'."-:. : '-- , .:'. ,,, 4-. '',- . s -' a ,. „, rn ai t ' ate, ; e ��' '� rra t NI 1■ e *%''', - N _________ ,/" ' r” —7. a , ...:_____ ____ .. --11 H , _____ ,.. e ,. . cci i , L----." ; E LI --a IN i * . pr ..„,„ - ,...______ .. .. , ,_._ N LawIf4 '6...4 1 MEW t t H. I 9 ton . , : _ay t + Ir- r T V BIT 1-1 CITY OF SHAKOPEE MEMORANDUM To: Julie Klima, Project Manager From: Jamie Polley, Director of Parks, Recreation & Natural Resources Date: September 7, 2012 Case Number: 12034 Subject: Preliminary & Final Plat for All Saints Addition & CUP for Senior Housing in R1 B Trident Development LLC Based on a review of the application materials provided to staff, staff has the following conditions of approval: Prior to recording of final plat: 1. Compliance with the Woodland and Tree Management Ordinance is not required for this development given that the site does not have any existing trees. 2. Trails and Sidewalks - The preliminary plat shows adequate sidewalks within the development. No additional trails or sidewalks are required at this time. At the time of recording of final plat: 1. Park Dedication Given the near half mile distance to two parks, Cloverleaf and Green Meadows, cash in lieu of land is recommended. 2. Park dedication fees in the amount required by the City Code and adopted City fee schedule shall be paid at the time of recording of the final plat. 3. Preliminary park dedication calculations (to be confirmed at time of final plat) are as follows: 84 units x $4,450 /unit = $373,800.00 Following the release and recording of the final plat the following shall apply: 1. Trees are required to be planted as follows: a. A minimum of four feet from impervious surfaces. b. A minimum of ten feet from property lines. c. Not in easements containing utilities. d. Not in City owned right -of -way. e. Not below overhead utilities. f. Not below high water levels (HWL) in existing or created ponds or wetlands. g. No planted tree species shall comprise more than 30% of the total quantity of trees to be planted on the site. h. Consistent with the Shakopee Tree Planting Guidelines. i. Ash (Fraxinus sp.) and Colorado Blue spruce (Picea pungens) are not allowed to be planted. 2. The developer should implement the use of Best Management Practices for erosion control and storm water management during construction. CITY OF SHAKOPEE Memorandum CASE NO.: 12 -034 TO: Shakopee Planning Commission FROM: Julie Klima, Planner II SUBJECT: Preliminary & Final Plat of All Saints Addition and Conditional Use Permit (CUP) for Senior Housing MEETING DATE: November 8, 2012 REVIEW PERIOD: August 9 to December 7, 2012 UPDATED INFORMATION The public hearing for this item was opened at the October Planning Commission meeting and continued to November in order to allow the applicant to address several issues that were identified in October. At its October meeting, Commissioner Seidensticker indicated that he will be unable to attend the November 8 meeting and would like to be able to be a part of the discussion/vote for this item. Staff has conferred with Planning Commission members and Monday, November 19 is available as a special meeting date. After opening this discussion on this item, the Commission will need to determine if it will review this item on November 8 or if it will continue the public hearing to a special meeting date of November 19. At its October meeting, the Planning Commission identified the following issues and requested that further information be provided: 1. Possibility of relocating the trash enclosure; 2. Reducing or eliminating driveway access(es) onto Thrush Street; 3. Possibility of increasing setbacks from the property lines; 4. Development plan for the proposed outlot; 5. Possibility of reducing the building height, particularly on the east end; and 6. Providing drawings that depict the views of the site from various locations. The applicant has provided the narrative (Exhibit 1) and revised site plan (Exhibit 2) in response to these identified issues. The changes to the site plan include: 1. The trash enclosure has been relocated to the front of the building. 2. One of the driveway access points has been eliminated from Thrush Street. The remaining access point is required by the Fire Department for emergency access purposes. To ensure that this access is utilized only for emergency situations, the applicant will be installing 3 break -away bollards at this access point. This will require vehicles utilizing the back parking lot to use the drive lane on the east side of the property to access the main entrance /exit point off of Independence Drive. 3. The setback along Independence Drive has been increased to 50.3 feet (previously it was proposed at 30 feet). 4. The Church will have a representative present at the November meeting to discuss its plans for the outlot area and a potential site plan is attached as Exhibit 3. 5. The applicant has confirmed that the building height for the 3 story portions of the building is 35 feet and for the 2 story portions of the building are 28 feet. 6. The drawings attached as Exhibit 4 indicate views of the proposed site from various locations surrounding the site. The applicant indicated that they would be meeting with the residents that spoke at the October meeting prior to the November meeting to present these changes. GENERAL DISCUSSION Trident Development LLC has filed applications for Preliminary & Final Plat and Conditional Use Permit (CUP) for senior housing. The subject site of the proposed development is immediately south of the Shakopee Area Catholic Schools (SACS) campus (west of Independence Drive and north of Thrush Street). The subject site is zoned Urban Residential (R- IB). Please see Exhibit A for the location map. The applicant is proposing to subdivide an existing 10 acre parcel into 2 lots. The resulting lots would be approximately 6.5 acres and 3.5 acres in size. The applicant is then further requesting that a CUP be approved for the resulting 3 acre parcel (which would be purchased by Trident Development) to allow for the construction of a senior housing facility. It is the intention that the remaining 6.5 acre parcel would continue to be owned by the Church of St. Mary. The Church of St. Mary has not indicated any immediate plans to develop their parcel and as such it is proposed to be platted as an outlot. The applicant is proposing to construct an 84 unit senior /assisted living building. The facility is planned to include 1 bedroom, 2 bedroom, and studio units. The facility will also provide congregate dining, wellness center and other amenities /gathering areas. Please see the applicant's narrative for further details regarding the development of the site and the proposed use. The subject site was part of the CUP that was issued for the construction of SACS school. At the time of the SACS CUP review and approval, this parcel was not proposed for development and was shown as a vacant parcel on all drawings reviewed at that time. The site plan includes 79 off - street parking stalls (72 surface and 8 tuck -under garages). City Code would require 79 parking stalls. Therefore, the applicant is meeting the City's parking requirements. The site plan proposes an impervious surface percentage of approximately 61%. The prior CUP approval for this area allows a maximum impervious surface percentage of 60 %. The Engineering Department has provided comment that the impervious surface requirement of 60% will be required to be met on the overall plat rather than being applied to individual lots. Please find attached as Exhibit B, a copy of the comments provided by the Engineering Department in response to the revised plans. Staff has incorporated all applicable conditions into the draft conditions of approval. At the time of building permit submittal and review, design standards such as construction materials and landscaping requirements will be reviewed for compliance with the City Code. The Director of Parks, Recreation, and Natural Resources has provided comments attached as Exhibit C. These comments address payment of park dedication fees and planting of trees on site. Criteria #1 The use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the immediate vicinity. Finding #1 The City has not received any evidence that the use would be injurious to the properties in the immediate vicinity nor that it would substantially diminish or impair property values in the immediate vicinity. Criteria #2 The establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding vacant property for uses allowed in the area; Finding #2 The establishment of the conditional use would not impede the development and improvement of the surrounding vacant property for uses allowed in the area. The proposal considers and plans for the eventual development of the surrounding vacant parcel. Criteria #3 Adequate utilities, access roads, drainage, and other necessary facilities have been or will be provided; Finding #3 Adequate utilities, access roads, drainage, and other necessary facilities have been or will be provided with the development of the site. Criteria #4 The use is consistent with the purposes of the zone in which the applicant intends to locate the proposed use; and Finding #4 The Board of Adjustment and Appeals has determined that this use is similar to those already permitted by conditional use permit in the Urban Residential (R -1 B) Zone and should be allowed through the review process of a Conditional Use Permit (CUP). Criteria #5 The use is not in conflict with the comprehensive plan. Finding #5 The proposed use is not in conflict with the comprehensive plan as the Board of Adjustment and Appeals has determined this use to be similar to those already permitted by conditional use in this zoning district. STAFF RECOMMENDATION: Staff recommends that the Planning Commission recommend to the City Council the approval of the Preliminary Plat subject to the following conditions: The following procedural actions must be completed prior to the recording of the Final Plat: A. Execution of a Developer's Agreement, which needs to include provisions for security for public improvements within the Final Plat and the engineering review fees. B. Payments of Trunk Sanitary Sewer Charges need to be made, as required by the most current City of Shakopee Fee Schedule. C. Payments of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment Charges need to be made, as required by the most current City of Shakopee Fee Schedule. D. Payment of all storm water management plan review charges need to be made, as required by the most current City of Shakopee Fee Schedule. E. Payment of park dedication fees in lieu of land dedication shall be paid in an amount consistent with the most current City of Shakopee Fee Schedule at the time of recording of the final plat. F. The proposed subdivision, as a whole, will not exceed an average impervious surface percentage of 60 %. G. The shared access for Lot 1, Block 1 and Outlot A will be a private drive. H. No additional access, other than the one being provided by this subdivision, to Independence Drive will be allowed for the future development of Outlot A. I. All storm sewer will be private. J. The applicant will obtain a private drainage easement/arrangement from the Shakopee Area Catholic Schools for the use of their storm drainage system to accommodate drainage from the All Saints Addition. A copy of the recorded easement/agreement will be submitted to the City. If an easement/agreement cannot be obtained, the applicant and the city can investigate the ability to connect to the public storm sewer system in Independence Drive. K. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be recorded with datum on the Scott County Coordinate system. L. Right -of -way, in the form of a sight triangle fifteen (15) feet in dimension, will be provided at the intersection of Independence Drive and Thrush Street. M. Easements need to be shown on the Final Plat as approved by the City Engineer. N. Following the recording and the release of the Final Plat, the following shall apply: 1. Trees are required to be planted as follows: a) A minimum of four feet from impervious surfaces. b) A minimum of ten feet from property lines. c) Not in easements containing utilities. d) Not in City owned right -of -way. e) Not below overhead utilities. f) Not below high water levels (HWL) in existing or created ponds or wetlands. g) No planted tree species shall comprise more than 30% of the total quantity of trees to be planted on the site. h) Consistent with the Shakopee Tree Planting Guidelines i) Ash (Fraxinus sp.) and Colorado Blue spruce (Picea pungens) are not allowed to be planted. 2. The developer should implement the use of Best Management Practices for erosion control and storm water management during construction. Staff recommends that the Planning Commission recommend to the City Council the approval of the Conditional Use Permit (CUP) for Senior Housing subject to the following conditions: 1. The site shall be developed in general conformance with the site plan dated 10/17/12. 2. The conditions of approval noted in Resolution No. PCO2 -078 shall apply unless otherwise superseded by conditions contained within this resolution. 3. All building and parking setbacks shall comply with the requirements of the underlying Urban Residential (R -1B) Zone and Section 11.61 (Parking) of the City Code. 4. Approval of the CUP does not constitute approval of signage on site. All signage shall be reviewed through the sign permit process. 5. All trash receptacles shall be fully enclosed, including a top and shall be constructed of material similar to that used for the principal building. 6. Construction materials and landscaping requirements shall be reviewed for compliance at the time of building permit review. ALTERNATIVES: 1. Recommend to the City Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing subject to the conditions provided. 2. Recommend to the city Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing subject to revised conditions. 3. Continue the public hearing to allow additional information to be provided by the applicant and/or staff. 4. Close the public hearing and table a decision on the matter to allow additional information to be provided by the applicant and/or staff 5. Recommend to the City Council the denial of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing. ACTION REQUESTED: Recommend to the City Council the approval of the Preliminary Plat of All Saints Addition and Conditional Use Permit for Senior Housing ,subject to the conditions provided. 1u '/ 1 i e Klima Planner II h: \boaa pc\2012 \11 - - \12034 all saints prelim.final.cup.docx r EM I 5 IT j_ RIDEN Development, LLC 3601 18th Street South • Suite #103 • St. Cloud, MN 56301 Phone: 320.258.4438 • Fax: 320.252.3603 October 23, 2012 10g uLe T2 Ms. Julie Klima E 3 2012 City Planner II y City of Shakopee 129 S. Holmes St. Shakopee, MN 55379 HAND DELIVERED RE: REVISIONS TO APPLICATION FOR PRELIMINARY PLAT / FINAL PLAT AND CONDITIONAL USE PERMIT ALL SAINTS SENIOR LIVING COMMUNITY Dear Ms. Klima, Trident Development, LLC has submitted a complete application for preliminary plat and conditional use permit as of August 9, 2012. On October 4, 2012, our application was presented to the Shakopee Planning Commission at their regularly scheduled meeting, at which time our application was discussed at a public hearing. Based on public testimony, questions and concerns raised by neighbors residing near our project site, the Planning Commission decided to continue the public hearing until their next regular meeting on November 8, 2012. This continuation was to allow the applicant to consider and prepared a response the neighborhood concerns, specifically: • Setbacks of the structure from the property line; • the driveway accesses from Thrush St; • the proposed location of the trash enclosure; • the height of the building (particularly the east end); • master plan for the church site; • additional drawings that depict the view from various locations on/around the site once the structure is in place. Trident has discussed the neighbors' concerns with the land owner (Church of St Mary) and has determined that their conceptual future land plan would be too greatly impacted if the All Saints site were to be reconfigured, enlarged or repositioned further north. We have also consulted with our architect and civil engineer to fmd suitable ways to address the concerns listed above. The following changes have been implemented on our revised site plan: • Increased the set back from the east property line to fifty (50) feet. The building is now 67 feet from the west curb line and 90 feet from the center line of Independence Drive. EXl 4tBITi - The building is set back 40.7 feet from the south property line, which makes it 53 feet from the north curb line, 70 feet from the center line of Thrush Street, and 130 +1- feet from the nearest residence. • The increased set back referenced above, is accomplished by increasing the lot size by 9,150 +1- square feet. The total lot area has been increased from 3.38 acres to 3.56 acres. • Impervious surface area is calculated at 61.6 %, however, because the main entry drive is intended to be shared with Outlot A, there is approx. 4,400 SF of impervious surface attributable to Outlot A, which would effectively lower it to 59 %. • Eliminated driveway access from Thrush Street, except for an emergency -only access drive for fire apparatus, as required by Shakopee Fire Marshal. • Substituted spruce trees for deciduous trees along the Thrush Street to increase year - round visual screening. • Added a drive lane on the east end of the building to accommodate residential and employee traffic circulation. • Deleted the southerly monument sign originally proposed on Thrush Street. • Relocated the trash enclosure to the northwest corner of the site, out of the view of the neighbors to the south. • We have provided building height data, for both the 3 -story portions of the building and the two -story portion of the building. • Provided the conceptual master land use plan (showing future Catholic Church site plan) for the entire 10 acre plat. • We have prepared three, separate color perspective drawings providing views from: 1) south looking north; 2) from southwest looking northeast; and 3) from the northwest looking southeast. Accompanying this letter we are delivering to you five (5) full -size plan sheets and one (1) 11 "xl 7" copy of the revised drawings mentioned above, and one 11 "xl7" set of the three, color perspective images. Let us know if you require any additional information. Please feel free to contact me at (320) 258- 4438 or (612) 242 -6097 if there are any questions. Regards, Trident Development, LLC Roger ink Sr. Vice President Enclosures C: Scott O'Brien, Trident Development, LLC Michael Leech, Community Development Director via e-mail Joe Radich, P.E, Carlson McCain via e -mail Mark Beatty, Cole Group Architects via e-mail Anthony J. Gleekel, Siegel Brill, P.A. via e-mail E%HI& A - . 7 ALL SAINTS SENIOR LIVING 2 E 3 VICINITY MAP _ 3 u' N ,._.).LE w Z ' Nor to ��_ SHAKOPEE, MINNESOTA ���s �� M 7 to I � \ l7 J 1 N Z j r , c ,� Z J LL. vim `' 0 f'+ T _ I^L. I c : J V Z O O O y i B _ it T ~ co t IT T 1 �i ■ I 1 Z O N W < 2 C j t a N 1 ■ ExIAmG NWSE\ I ») Z / I H ( / t r. M J oo W rt vp W ° v = Z _ ExlAmc HOUSE (/1 W J OUTLOT A SHEET INDEX u al m L� _ - - - -- C7. COVER SHEET 0 I ___ ( C2. PRELIMINARY PLAT U Z C3. SITE PLAN Q uu cc C4. GRADING & EROSION CONTROL PLAN V> exlvmG �«,� _ —I LC C) C6. UTILITY PLAN J _ � C6.1. WATER MAIN PROFILE a _ - -- __ C7. DETAILS [j L"'".. W C8. DETAILS L p •., L1. LANDSCAPE PLAN • `) U ! L2. LANDSCAPE PLAN EMI.. HOUSE ( . L.1 J - o C If133 Mal Z ■ / / W to o ° - v Lil u LOT 1 �ti, C L p BLOCK ONE , ) � Z �, EnAiHG HnuSE I I• m y J ■ ■ I 0 1.4 tyl Ce 5 50 UO t IN FEET 1 EOSIN° HOUSE / / I REVISIONS ■ -. . — t I� r .,._ I I z. )0/17/12 Per cxr ma�a rn III �/ BENCHMARKS - .-- . - -. --- _.. I. TOP NUT OF HYDRANT LOCATED ON THE 5. • WEST SIDE OF INDEPENDENCE DRIVE S — ' APPROX. 420 FT. NORTH OF THRUSH ST. r DRAWN BY: Ca -- - - - - -- fl n v ., H ELEVATION : 828.91 (NGVO 29) - FOAM: HOUSE _ _ _ _ I - �C _ _ _ _ _ — _ _ _ - _ _ _ _ 2. LOP NUT OF HYDRANT LOCATED IN THE DESIGNED et': /80 SOUTHEAST QUADRANT OF INDEPENDENCE ISSUE GATE; 08/09/12 _ `. t_ r r h r C r DRIVE AND THRUSH STREET. ELEVATION: 832.27 (NOVO 29) E SON: HOUSE I - _ - - _.. . __- __ 1 nereDy col" Ural Na olan, speaUratIon - - - - ar report was or... Dy me or uMa my 4 uA LR wn m repvHbn and that 1 a duly versed Protealonal En9Hrav unCa )),a I EN41NG HOUSE I J r v ( r CALL BOMBE MUGS) 8 • laws the State of HM r losep 80821 P.E. J rTl • Dam I r Signature: G F a .a� .J Da 08/09/12 license e: 45889 �. Know what's below. - - " r 'T r CaII before you dig. C1 of 8 1 � z • \ \ - SITE DATA �; , . 1 Z i ' 1 1 ` TOTAL AREA 10.00 AC. E Z a, . d i � I V TOTAL PROPOSED ROW AREA 0.75 AC. O• m w In N I i • TOTAL LOT AREA 156 AC. , Ex 1 13 ri - A...A ,. r 1 1 1 t v °, h. E ' °t s«tw '; TOTAL OUTLOT 5.69 AC. N z wp „ a,m wn J; ... ."" •, TOTAL NUMBER OF LOTS 1 w ° c x D \--� , _. _ TOTAL NUMBER OF OUTLOTS 1 w u J \ y o U. i PID 277210300 � ' PID 279170210 - , - ° �C, O co S89 ° as a3 "E. - n EXISTING ZONING AG z o 0 - 2222 651.74 a® PROPOSED ZONING R -1 °' __ _.. ._.. .. ._._._ p -- ._. t -. a .. _ sp.e _ _ J �-' Chi T 511 , r t a00 4.0 ° UTILITIES AVAILABLE w cn v . _ LEGEND v > _; .. ° - I - . . -. $, SETBACK LINE W Qa G O o t ' _.. . - ' E EXISTNG CURB - CO a. C 1 I C 1 ( EXISTING STORM SEWER _ STING SANITARY SEWER _ N n EXISTING . n - EXISTING WATER MAIN - - , -. UNDERGROUND ELECTRIC - -- • - -- `.� - I . J E MG KpASE `, 1 EXISTING FENCE _. .. -... . r ' w Y r 1 2 CONTOUR . ___ 1 J m 0 w '" GATE VALVE z • 3 / - "...... - i > I t UGHT POLE H ^ r a u HAND HOLE r • FIRE HYDRANT J J r0 Q FLARED ENO SECTION a cc o � m - _ T ,. SANITARY OR STORM MANHOLE � > .. 0 11 Ea 41NG ' ' BENCHMARK /�'1 SIGN y. °: C • v v ° OUTLO A ,'a'JK FOUND IRON MONUMENT. AS NOTED • Q S _ PID: 27 3290130 W 247.'79 S. Ft I _.. _ SET IRON MONUME N (1) N L3 t -- _. _. __. - - 'w - L O x o W Z _C ° LEGAL DESCRIPTI 1∎1 w ce 4 - Esl9mo NasE . ..t: n f , m n PARCEL DESCRIPTION (PER TITLE COMMITMENT UMBER 107689 DATED Q. in tc • n .2222. C] - - r SEPTEMBER 26. 2011 AT 8:00 AM PREPARED D BY TRI- COUNTY ABSTRACT r `_- - ei AND TITLE GUARANTY. INC AS AGENT FOR FIRST AMERICAN TITLE J E] � '°/ V .7 n iNSURANCE COMPANY): J E i0Ch 170.0 -3 . _. L - U - - 1 ■ East Holf of the South Hall of he Southwest 'hart -r of the Northeast Q -E tV ar CO t. of Santon 17, Townsh.6 115 Rmge 22 : :tt ';anti, M.nnesolo CC - Z - ' Aostraot Property) - N1■ () 0 I a A . tie �_ 1 E4511.0 “OUSE __ L -. -__ 'QS LJ ' • NOTES • N : !s a 0 1 Scorings .shown hereon bases on -, Scott , :.otr ', System. _J / - - a • 2 aubiect to a easement 10/ Street >.r uses , . _ City o 0 f m _. --- "-- � - • - - "". 7 r " � ' o - No. nlb e r os set (xth in 20. 2007. as D> a t 4 d Margin 15 v t . filed 1 retard J 60 �1. 1+J _ .s No.rsbr m.nt Number 573275 . •"' I v I-1 I r; t - U O_ P , or si,t to an opee. a sam1 • ,n a ;or so-e =. and d p ^o n favor of ~ :: re T o J ° , • ,rth in Easement . dote] M. ■ 5 of '002. filed t In i; ' Z ' L �_ •ra November 2D 200: 35 Document Number 5732 -3 W M .... Envmc HausE o f - - J 0. f ` 2 ._ _. 2: a Iw 1C] '° a L + to 1 n N O MA o z t fBs„ RC.3AD e z ' : SEMEN75 ARE SHOWNStiOYM 7HU v BLOCK ONE m - - -- 3-e W + o c ... _. -- __ - o s 4 Tn a n N W L — L J Hm � o A n -1 Y Z . ' -- --- _ - z e:na 5 eet n .odth, and a l ning lot 1 ' 5 5o mo W 'H _ 7n] 10 feet ,e .Tote ono aagunn" I_ m • e_r street lie d rear lot Ines unless �y _ - 1 J atnermee ndicated oo the plat. :Y FEET , E 1— Euslmc wusE - - - a • 40 fJ BENCHMARKS REVISIONS PerOly comments. i, i - _ .,. �, :+ _ : t 1. TOP NUT OF HYDRANT LOCATED ON THE o-. — : _ --- .. _. _- _ _ _ - - -- -- vo• 38 " WEST SIDE OF INDEPENDENCE DRIVE , 1 63 - -- APPROX. 420 FT. NORTH OF THRUSH 51. - - -- - _- - _ -- . p.- __.. _.. �_ l r .. ELEVATION: 828.91 (NCVD 29) T HRUSH T " • PID: 273210170 Xw '-; 7 202 6 eau _.--- ^ ° S - r fl h v ;J ft 2. TOP NUT OF HYDRANT LOCATED IN THE - - -- Ea 91. ItnrSE' ',' • - �" \ -- - SOUTHEAST QUADRANT OF INDEPENDENCE ' tie. tie. w a •.. SE ,.° ,i tn. NE 647.22 - $ CANE AND THRUSH STREET. 0M 9v. Ce n f '- ' " 1 /• et Sett. ,. No ",7. P. zz N89 °33' " W. .. ' -- - - - - ELEVATION: 832.2] (NGVD 29) DFSIGNED BY' - - tae ISSUE DATE: 09/09/12 . PID: 273430030 ' P1@ 273430020 PIO 2734300 , - , 1 - -- / STREET _ . ._. _ _ r - m 9 °'? _.. _... ... t / O BENCHMARK ! 2 CALL BEFORE YOU DIG '.) 1., '� PID: 273160060 ° ' E.151.3 Hsu ° 5 • 0,3r. nou,E � 1 her PID:273431090 PI0 :273431100 my cerpfv that e Mb sane/ San or , p. w0 :273431080 few ,ed by me or , Sa my ° ° 5 r • 1lreneo uM Surveyor ,trader the laws • 'he Ste. of Here... .....ip.r r ` PID: 273431070 _ - t V , Name. Thames 0.. BM 0..�L�5. J �� c- ��YI/ Know what's below. Signature: �, R 4i i// II`7r tr • r e Date: 08/09 12 License 4: 40361 "' ' s _ I all before you dig. / U L, ,'-', ' ? . t..1 G The subsurface abler information 5 r. ''' - - _ 9aaety Level 0 rem aua•ty .. - , C2 Lie g Col es of :I /ASCE 33 • - nt:tle] - 1tie of for the e Collet NOn and Dyi!'tion O ;ub5. ::11a Utility O Data." Ticket No. 113111324, dotef I 'j07 / 8 II E:xtirr SITE PLAN t FGEND `T , , , , . . / / o co / EXISTING PROPOSED l7 / / PROPERTY UNE — — — Z n EASEMENT LINE -- -. -- C C W z CO SETBACK UNE ... O ■ -. • IA OJ A _._ BITUMINOUS u • SAY/CUT EX. CONCRETE. I y 2 J 'REPLACE W/EOUAL SECTION. CONCRETE p,' O X 1 P I SANITARY SEWER - -.. - -- W C 10 III■ U I•i - WATER MAIN ? t O MATCH STORM SEWER - 0 U Z O O cp V \ 1.. _ 'E%. CURB U. C. GAS W ,.y 01 r24 1 c u U.G. U O + O UTILITY Y .G. ELECTRIC UM F J m • nm ' HYDRANT 81 Nr \ , o - 1 ` CONCRETE CROSS PAN WATER VALVE Z Q �( ,P P tih . _._ Y1 �.�7 ' (SEE DETAIL) UGHi POLE p 1 CONCRETE 1 - Q .h • iI O ' BITUMINOUS DENOTE$ PED RAMP W a OJ ' DENOTES PED RAMP • . (S AP N R � �E ©?J _.._ ... .. - REMOVE EX. CONCRETE W /TRUNCATED DOMES PT < L • � ..._. _._. ..._ _ _..__ o { ' WALK & CURB GUTTER. CL * ,y - _.. I ® / (DETAIL 5003) DO cr • m (Di IN 1 a (Pl p- q TRASH ENCLOSURE • S'.. 117 0 Nm \ ARCH PLANS) _.... _ 1 \ (SEE m /12"( IS 30 FT REAfl BLOC. SETBACK .f 25.4 __ - -._ -, _ E % \ \ SITE PLAN NOTES 0 LI IJ 1 T I I \ I. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS O . MONUNENT OTHERWISE NOTED Z 'I ~ N \ 1 / ] \ SIGN 2. FACE '} R 'S CURB � IN TEGRAL P 1 S Q 5' S � PARKING Fl .CUT m H WALK /CURB CONC n L 9'X 20' � PUCE /EOUAL SECTION. OF THE BUILDING DIMENSIONS OTI1ER'MSE NNOTED. OE J _.. _ a " INTEGRAL CONC a +. 3. ALL CURB AND GUTTER SHALL BE B612 UNLESS N _ N SAWCUT E. CONCRETE. j S _._'_ h -_. - - -- n __ _ . _ ...__ _ _. __._ _ ` C WALK /CURB £ » RE W OTHERWSE NOTED. I R ? 5 HANDICAP PARKING II P - y .... j _ . _ _ c N '% 7 -- STALL 8X 20 _L o O P _ I .�J Q 0 S AWCUT EX. Z 2 • . ( O / J _ ( ) ` `f� ` - 4. TYPICAL PARKING STAUS ARE 9'X20' HANDICAP 1 I - 111 � � \ T / \ `�LyyA� BITUMINOUS PARKING STALLS ARE 8X20' J Z ' • - 15 a REMOVE EX. BITUMINOUS 5 IT SHALL J 20.2" Q :O © ©' y' _. O9 GUTTER. . LL BE THE RESPONSIBILITY OF THE Z ❑, © : BOG MATCH R CONCRETE CURB S CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ♦3 W • � '2O2 EX. CURB REPLACE W/EOUAL SECTION. \ ' m 0. — START TI OF SITE WWORK C SHALL W (/I cli 56! . NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES I.' VI CL Imil I STEP ,,11 S`' J - i' m 1 STEP \ SAWCUT E %. CONCRETE. OR VARIATIONS FROM THE PLAN. O \ • 0. aj 0 a - �8 CONC. 50.} R' __ SIDEWALK I REPLACE W/EOUAL SECTION. Z WA CONC. INTEGRAL CONC I J _ .. - . - y 0 ' 'PJ WALK /OURB 5' CONC. CANOPY WALK 1' LiJ SIGNAGE &STRIPING NOTES V • I m - / > I. ALL SIGNS SHALL BE PLACED 18 MINIMUM BEHIND J - — CURB UNLESS OTHERWISE NOTED. J • • • COVERED i • ___L.- PORCH \�\ Cl I 2 SIGNAGE SHALL INCLUDE SIGN. POST, HARDWARE, Q I• PAINT �, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). hi ENTRY m� 0 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE __ FILTRATION // WANDER GARDEN >, ✓ v\ . tyJ 4. ALL HANDICAP STRIPING, MARKINGS & CROSS BASIN I ___. (SEE AROI. PLANS) \ °.\ , ASSISTED v 0 HATCHING SHALL BE 4" SOLID BLUE PAINT. I \ 6 � O 0 G K LAVING � i W J o FACILITY m SIGN SCHEDULE (PER MMUTCD) ENTRY � - Z J HANDICAP PARKING SIGN: R] -8m W/RT -6p (12 "4 6 Z � DRENCH �. - stop SIGN: RI -1 (zi "X 2a ") W 0 I l PATIO ■ .J ,� BARRICADE SIGN: X4 -11 (18 I me) STEP �a X 24— NO PARKG SIGN. RB -b (12'X 12 ") C N G.. (18''a 18") L _ a- TT. O 5' CONC. � DIRECTIONAL SIGN R4-7 (2i X30 ") O Z q WALK - to 8 ; WARNING SIGN: X4 -2 (18 X 18") I ( ' a Id I � ONCRETE % �5' CONC. © a ` �L BOC J l V WALK R J U Q {(� k^ STOOP (TYP) / - INTEGRAL CONC. I cti - = PARKING SUMMARY ] m GARAGES - L5 (n U T WALK /CURB f ?h 3' TAPER �'P CES 1 5 ; GENERAL STALLS 6 W _ OUT CURB +F -55 .5 / 3' CURB ° _ `// I HANDICAP STALLS- 6 0 r r e T ". I CUT ,, BOC , 1 GARAGE STALLS - - L 6 '42 - -4--R100 R10O f J R5 �` ���'. �,� 50.3 TOTAL STALLS • T8 Z / FILTRATION ` a W / / BASIN \. ti .PN _ _P 3 ph ... \'PJ _ - 'PRD _ J W O o OO - / o'- P ' T W L / ` OUT CURB O } TAPER ^. `�r` ~. N 0 L0 a M y M t+" OUT CURB a w n n 30 FT FRONT BLDG. SETBACK N O A' - ! / _._ KNOCK -DONN -m • BOLLARDS (TYP) EX CONCRETE 310E ALK — • (SEE ARCH. PLANS) ' 30 00 - ... - . - - - -. REVISIONS Ex -T l 2 0 X _ CONCRETE CURB k IER O o �yY- , • — SAWCUT EX CONCRETE. �' 1 P° comments. mecomments. . , t l0 '✓k'°' / ' EX TCURB REPLACE W/EQUAL SECTION • rIi 1 ..\ f _ T„,./„... i«AraJy _.. .Ax ,na 0 I`. / '� • _, ` .. THRUSH STREET — — — .( /. ▪ \ _ .. IN FEET 1 5. DRAWN IS, TIR BENCHMARKS _ S AWCUT EX. - - DESIGNED 8Y: JlR • 1 - MATCH B ITIJMINOUS ISSUE DATE: 0I /09/12 1 1 . / EX MATCH E -. CURB — — — — __ _ / ./'' E %. CURB 1 TOP NUT OF HYDRANT LOCATED ON THE MATCH ' SAWCUT EX. REMOVE EX. BITUMINOUS NEST SIDE OF INDEPENDENCE DRIVE E %. CURB / SAW E %. - CONCRETE. & CONCRETE CURB 8 GUTTER. APPROX. 420 FT. NOR 1H OF THRUSH ST. i`erehy certify Mat m Um plan, speaarat / REPLACE W/ I REPLACE W /EQUAL SECTION. ELEVATION: 828.91 (NGVD 29) ares M j BITUMINOUS EQUAL SECTION. OF CROSS PAN 2. TOP NUT HYDRANT LOCATED IN THE mr p� az l e o pre n p oN a a ra � Nac me 1 or m 'TMer a a a Wy y / ucensea / (SEE DETAIL) SOUTHEAST OUADRANT of INDEPENDENCE laysat the State or NKm<sota under me 1 % DRIVE AND THRUSH STREET EX CONCRETE / / / REMOVE \ WALK 81 CURB/GUTTER . ELEVATION: 832 (NGVD 29) Name: Joseph T. Redact, P.E. \ / S AWCUT E% CONCRETE. I I CALL BE'OfE VOODOO 5ign aNre: Gyms! r. [�- , . ,,,,, .,,..„.„ \ ......., REPLACE W /EQUAL SECTION: • Date: 08/09/12 License 8: 45889 _ J \\ I ' /4N � bef s lo w . dlg of H i rr c2 � , i GRADING PLAN LEGEND ti CI ON EXISTING PROPOSED 0 L/1 111 Z IA O PROPERTY UNE - - n ■ EASEMENT UNE - - - - -- c C5 Z _ `, n / , CURB > 0 0 0 O• R 7 ' / BITUMINOUS . ' N L...... / CONCRETE _ . _ GRAVEL _ __.... -� 0: 0 X ', \. L SANITARY SEWER - -- - Z J LL WATER MAIN Z`�O ?�� STORM $EWER - -- -»- Z O O U . GAS W .-4 01 N. - 30.8 'n U.G. ELECTRIC � • _ I u.c. u T a a± A HYDRANT ,' W U) � [1. eme ry CHECK D K I' - - - _ _ _ GATE VALVE O INSTALL \` O Ulili POLE v _ C O N . n 10' CONTOUR -- ----- > N \ w j 2' CONTOUR Li Q 0 `- 1 f ` 31.5 37.5 SPOT ELEVATION 0. Q (CURB ELEVATION `, '� ARE TO CUTTER UNE) N 0 V J _ TOP OF CURB ELEV. T 3{.3 1 STEP- 3 0 r _ - - .. EX MATCH CV GUTTER LINE ELEV. G 33.8 32.2 32.4 32.2 ._._ _.. .. _ _. _._ _. _ - _ _f ' ox - 2'1'+4 CURB E.O.F. e. I INSTALL 5 C.Y. \ / � / ROCK CONST. EMERGENCY OVERFLOW • yy RIPRAP CL.3 \ / 32.6 31.6 _- ^"' ENTRANCE « 000.0 \ a 32.7 "32.9 . ,.. .. SILT FENCE • • • • • - O W /FILTER FABRIC „ (,- - / \ 32.6 -... Z / \ 277 h 31.6 1.4 • )` 3 � 31.5 Z ` „ )` )� ,, 2 2 �» 32.2 ° 0 J .... 32.4 z N �' ..■ azt 1� \ \ \ O J o s7 - 1 (1/7 " \ rt uAMATCH /, } \ W Z - - \ I ' I f 1 4 .f 1 31.6 I W / ` 1:: _ V ALLLY L (n 1 i � �� ' CURB v AFTER GRADING SPECIFICATIONS N E CITY OF SHAKOPEE �. 1 GUT •� a7 17�.>,_ __ __ F. i 32.3 " 3 ; � I �� / - i 1 2. UNIFORM TRAFFIC CONTROL DEVICES ON / n ,5 CONSTRUCTION' A Z O � . ' , I SPECIFICATIONS. THE LATEST EDI iION OF THE MINNESOTA 4ANUAL \� 33.0 I 33.0 � NC S (MMVTCD). Q O Z ' .,& i t;' - -, _♦ - WALL 1 }, THE LAZEST EDITION OF THE CITY ENGINEER$ Q • ._ 3 r 32.8 INWG _T II WALL ASSOCIATION OF MINNESOTA (CEAM) STANDARD \� 331 ©: ©. Q O t 33.1 ',� I I Ue 1, 344. X 33.4 N © ©_ © 3.5. J m \ X 334 ! }d 5 334 - f ,33.4 ...,338 33.5 '334 EOF I J \ \ 45 I STEP ] r `.34.5 � ` ,/ 34.0. 832 9 . n Q V ��� 1):' f134 3 : -5 � • sw dal � T 34 6 T 34.6 y Off% G 341 G }4.1 `? 1 4' PERFORATED C z v DTryE W /SO �, t- (SEE RAIN U11U PLAN) CK �. G 138 T 4.5 1 � 7 } 5 � - T }4.} � I GRADING NOTES r I C34.3 I G 33.8 I. SILT FENCE AND EXISTING CATCH BASIN INLET ° ` I 347 1 PROTECTION SHALL BE INSTALLED PRIOR TO GRADING �1f.s� _ CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL n -.. . � Z.0 " CONTRACTOR SHALL FIELD VERIFY 2 517E NAS BEEN STABILIZED. THE LOCATIONS J - 34.5 r0 '` . L TIE J 0 m ry I AND ELEVATIONS TPRTT OF 0800180 CONSTRUCTION .00E PRIOR i THE • -. 0 E m m n 345 - } { - I CONTRACTOR SHALL NOTIFY THE ENGINEER ' d 3 {5 ° �_. IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM Z ,..I THE PLAN. 111 u) 0 .. - .. .... I �- j `1 1 \ pg� ` " ! W' 3. CONTRACTOR SHALL STRIP. STOCKPILE AND RESPREAD G L N A SSIST ED UVING _ _ _ _ _ _ _ m •3;}.0 }3.5" 3 O 0 SUFFICIENT TOPSOIL TO PROVIDE 4 MINIMUM OF 6' OF a 7 �. T c , X712 ! Z- TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE O Z � O L F.F.E. = 835.0 74 5 t^ ` 32 7 }2 I SODDED. SEEDED OR LANDSCAPED / O j 8� y j4 ® W � f ° I ` 34.5 34.5. .�� • Z ' U 3{.5 ` W s 11 . Q v) U _ .......... - 870.5 W/F1LTER INSTALL 5 C.Y. - - Z ' r RIPRAP CL3 " 34.2 3413 34 2. ,34.2 'X ^' 4 r m . • FABRIC / /4..5 _ u W 'H INSTALL SILT FENCE �a _N I j s N G tp 6-1 i AFTER GRADING -'33. 3__. . 0672 .I M 1 to r ___ ,� 3' CURB, 'ALLEY 33.7 o .... / CUT L 9 , ., -/ \ /�'' �'s 3 4.3 \ t• S 3{.5 4. 31.5.: 33. 33.0 i -' u, _ _ m I. REVISIONS / 1 ::IS' RETAINING no 3 • 9 ; t IN FEFEE" • OUT EL: 830.0 _ 100 YR. HWL: 830.9 • ,' . - _ • DRAWN BY: Mb 51D` BENCHMARKS DE-SIGNED /TR • , DATE: 08/09/12 ,T"'-'9 d<. GU 1 TOP NUT OF HYDRANT LOCATED ON THE }1 'NEST SIDE OF INDEPENDENCE DRIVE B' PVC 549 >.w AP ELEVA110N 82891 (9 OF TT1 USH ST. ur re m, FILTRATION BASIN 2 >101 37 6 _ _ _ _ _ _ _ _ _ _ _ _ NGVD 29) P ort w a prepared me o un nyy � ��� / - THRUSH TREET „- pp mn _ _ DRIVE AND 2 SW IHEAS W008493 OF ND PENDENCE BTU E u Taws oenseE or v'° �s¢ o" aales ' I � elgl e° uie `• L: - / DR THRUSH STREET . OUT EL 83 100 YR. H 83 .. - ELEVATION: 832.27 (90113 29) me uor N9ro WL: 832:0 - - / - ,. Name: Joseph T. Radars, RE. .• �. _ - __ C 010 Signature. 4;Z..‹.."-.... __- -` - -- 811 • Date: 08/09/12 Urmse Y: 45889 / / ��/ • i I(TIp WnarS below. C4 before you dig. / of N CaII EET xi&r -5 i , .... • P PLANTING NOTES y\v \/ .� � a :. '� 0 r __ 'O SCARIFY MG BOTTOM AND SIDES OF HOLE PRIOR \ r / U' in N I Z �n m ,,`` 11 8 0 V J TRIM OUT DEAD WOOD AND WEAK AND /OR DEFORMED TWIGS Z 01 r '\,� _ -__ -- -- _ _ / . 1101 CUT A LEADER . gt / ( > E • NOT PAINT CUTS. \ / / O• 7 a • �N Y t0 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR BACKFTLL AVM. 11W_ •- I TA PLANT SO THE Root FF EIS Ar OR AKE ONLY IF NEEDED. USE O X M - !� 1 . - -- - ®Drerr= •awl ,� 14/ BP-wham Delight PLACE PLANT IN PLANTING HOLE WRH BURLAP / 1 ? N10E WEBBING STRAPS L V Z J LL _ - - - -- `/ a not shown on D WIRE BASKET, (IF USED), INTACT BACK FILL FlLL ` `M T HEAVY GAUGE N7RE W7RE _ - � WITHIN APPROXIMATELY 12 OF THE TOP OF / SHOULD STICK STRAIGHT OUT, - . . _ _- " - ___L_; ROOTBALL WATER PENT REMOVE TOP I/3 BUi NOT TIGHT- REMOVE U Z G o 1 / r / - -' - - -- -- - - - - -- - -- -. _ OF THE BASK O� 0 • --- /1 1 -- - - -- ' HORIZONTAL RING WHICHEVER THE MP P GREATER. AFTER ONE YEAR W a �- ' 0 • / •• / / �/ 0 )� / -- ��/ -0 I� %----- ) _ I REMOVE THE B BN1 P REYOVE A11 DYNE OP 0 NOT 71• ROOT COLLAR SHALL RE SET �� Z , +O_•• / ` D 1 1" ABOVE FINISH GRADE. m I :`-� 1 �W OIL STAKE SIC K 3 - D EE P HARD WOOD MULCH. �� 5. PLUMB AND BACKNLL WITH BACKFlLL I IA ■• I I O `� �/� �:•J S THROUGH W � ' I - J �,�/ r . ROOT BALL i / 7 ` _ 1y 1 ETTLE UWTS AND FILL LL - 1 - I _ VOIDS. v ��� =�` _ - _. i - �.�_ - I.` FINISHED > ]. WATER WITHIN TWO HOUR$ OF GRADE - -� NSTALLATION. WATERING MUST BE �I lae _ _ 4---I 90 SuFFICIENT TO HOURS PLACE MULCH THOROUGHLY BHOSATURATE SOIL k r ELIMINATE O AR DO NOT TAMIP. W CO L r ; OF THE SECOND WATERING _ N 1 - EXCESSIVE SET ROOT BALL FLAT ON r J- ___ �� UNLESS SOIL MOISTURE IS _ -- _ a� ` R/ ' I 4 r • , w 1 ~ 1 - - . I C L f � � m © t: © u; - ,,,ell; 1 1 � � II - 2 TIMES UNDISTURBED SOIL. REMOVE OR I r e '� • Il \� a ' I . .. R 00_T BALL Oln it _ _ �, - & _ CUT TOP AND FOLD DOWN WIRE -' 1 ter- 1 a� � See Sheet L2 for Shrubs O( GC BASKET AND BURLAP REMOVE ~ - ., �V* , \ ,��� �� i • �': . ANT UNIT REQUIREMENT R113 . ._'r' C T _.. !' ■ I ALL POLY TES. Z 1,04 �► v® y v _TREE PLANTING DETAI 2 MIN. m ��� . �` PL TO PAVED • ®� . . ��, - I -� - ® ® ®.. I 30 UNITS (1ST 10,000 SF) ) r SURFACE oi. 0 �� . i j 80 UNITS (2ND SF REQ) I O AA -, 48 UNITS (3RD SF REQ) Z m . tell 0 :, , • '� O � � 1 "":7 .• / ' . . l r DEEP HARD w e" ' • 0 • , ►\�/ 4 t 7411,10 P OURED -IN -PLACE � Q O 158 TOTAL UNITS REO Y ` WOOD MULCH J Z le... " r CONCRETE EDGE / �v I 280 PLANT UNITS PROVIDED FINAL SDEWALK /CURB c 1w II' � : GRADE .��! ! Z J / { ; �� II W lel -� -- 1 1 f 1 l w' � ' . e Z O o L 0 AS SISTED LIVING ry Z• I Z r L. C II ti MIN 6" (TYP.) H Y p F.F.E. = 835.0 r I 1j,,i Gi '. A w' BACKFl LL WITH iP PLANTING MIX. , W N e 1�., 1 Q UNDISTU Sa I L AT SIDES AND ALL SPACE BETWEEN (/) a SHRUB PLANTING DETAIL PLANTS TO FULL DEPTH W >" o PLANT NOTES 0 ... - o �i� t . • 1 I z 1 ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF 17 USE AN DESICCANT ('MLTPRUF OR APPROVED EQUAL) ON LANTS MOVED IN LEAF AND FOR EVERGREENS MOVED 4 } -- r- ___ ti i - PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND DECIDUOUS P I. . �' X [ � / � 41117 i, l BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. ANYONE. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL Z I� 1 7( 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FO WINTER y - F • \ - - _ N A MEET ALL REQUIREMENTS SPECIFIED. S. SHRUBS AND GROUND COVERS: } 3. THE NABS WHICH PE ARRCEHIIT U ARCHITECT RE UNSATISFACTORY BEFORE. r FERTILE FRIABLE ( LOAN CONTAINING A LIBERAL AMOUNT OF HUMUS U I!. '• - - - -- - - - -- COMPLY WITH OT RWG, INSTALLATION. AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL J €I ERVE -� S THE RIGHT TO REJECT T IFlCATI 3877 TYP B T T - --- .��' - - -) 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED MIXTURE SHALL FREE FROM HA DPACK SUBSOIL SSTONES. TOPSOIL. -__ ._ a o UNLESS APPROVED W WRITING BY THE LANDSCAPE ARCHITECT. CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH ■ •-•1 ' J I BETWEEN 6.1 AND 7.5 AND 10-10-10 FERTILIZER AT THE RATE OF 3 Z - - -_ - -- ' 5. ALL PLANTING STOCK SHALL CONFORM TO THE 'AMERICAN Z _ -. _ _ STANDARD OR NURSERY STOCK, ANSI -Z60, LATEST EDI MIXTURE T THE ENRRE BED BY ROTOTIWNG IT INTO THE 0 .� ` POUNDS PER CUBIC ORATE THIS YARD IN PLAN - .. - .. S m . ___. -_ - - ._. __ i' - -- - _ . CONSTITUTE AMERICAN MINIMUM ASSOCIATION OUALITY REQUIREMENTS FOR PLANTS ALL 1 QU 2 OF SOIL III GE IX RE THROUGNQU PLANTING BEDS INCORPORATE W = 0 . - .. - ._._ __ v - ._ -_ = M EXISTS FRW INSTALLATION PLANTS SHALL BE WARRANTED GURA FINAL ACCEPTANCE. QU UNLES$ OTHERWISE O C __ - - C e -- "• " " FULL COST OF _ __ -... - -- ; ® E% ANC. SIDEWALK _ __- � ��� 1 I (�J 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED SPECIFIED. THE GUARANTEE SHALL COVER THE -7 � • / A E ATE Y SUPPORTED BY STEEL FENCE POSTS fi O.C. MAXIUUN REPLACEMENT INCLUDING OHTRACTOR SHALL AND THE PLANTS. C ARCHITECT AT W . ._ - .- R _ - 4 DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT ORANGE PLASTIC SAFETY FENCING _ _ D W L 2 C lL 0 ELANDS APE _ SPACING. LEAST 3 DAYS PRIOR TO PLANNED DEMERY. THE CONTRACTOR E __ _ ? ;� - -' - -- SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN W 0 _ _ • " % = - � V 7 ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND ADVANCE OF BEGINNING PLANT INSTALLATION. -- - -' LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE e - PVC SAN SOUR RESPONSIBLE FOR COUPLETS COVERAGE OF ALL PLANTING EXACT BEDS AT - - SPACING SHOWN AND ADJUSTED TO CONFORM TO 21. SEASONS/TIME OF PLANTING. NOTE: THE CONTRACTOR MAY t V - - -' - " -'- THE EXACT ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. {. • T HRUSH STREET / - _ 12' pP wM - APPROVE THE STAKI G LOCATION OF S ALL PLANT ATERIALS PRIOR D APRIL 1- J Po E 1 A C A 21- 1OV. 1 Z N I ;; 1 TO INSTALLATION. DECIDUOUS BAH3 . / ._- EVERGREEN POTTED PLANTS: 8. ALL TREES MUST BE PLANTED. NULCMED, AND STAKED AS APRIL. 1 -JUNE I, AUG. 21 -NOV. 1 W y O SHOWN IN THE DETAILS. APRIL 1 -JUNE 1; AUG. 21 -OCT. 1 H M - - - - � tO -- 9 ALL PLANING AREAS MUST BE COMPLETELY MULCHED AS EVERGREEN B&B: �� E FILp APRIL 1 -MAY 15: AUG. 21 -SEP T. I$ . ■ / NOXIOUS WEEDS F OR OTHER DEL�ETERIOUS N ALL M5 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION '� PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK OF THE WORK IS IN PLACE. PUNT MATERIAL. SHALL BE PROTECTED / AND MAINTAINED UNTIL. THE INSTALLATION OF THE PLANTS IS REVISIONS ' I MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT / / I ' PRIOR TO DELIVERY ON -SITE FOR APPROVAL DELIVER MULCH ON COMPLETE, INSPECTION HAS BEEN MADE, AG PLANTINGS ARE / I DAY OF INSTALLATION. USE 4• FOR TREE$, SHRUB BEDS. AND 3' ACCEPTED EXCWSIVE OF THE GUARANTEE. MAINTENANCE SHALL 1. 1w17/12 Per comments. commMs. TREE LIST INCLUDE WATERING, WLTIVA1NG, MULCHING, REMOVAL OF DEAD FOR PERENNIAL /GROUND COVER BEDS. UNLESS OTHERWISE MATERIALS, RE- SETTING PLANTS TO PROPER GRADE AND KEEPING 2 ' DIRECTED. PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE. THE OWNER 3. _ 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND SHALL ASSUME MAINTENANCE RESPONSIBIUDES. HOWEVER, THE KEY QTY COMMON NAME/Botanical Name N IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE 5 - -- SIZE CONT. OVER THE PLANTING NOTES AND GENERAL NOTES. TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD. __ Ira OVERSTORY TREES 12. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES 23. ANY PLANT MATERIAL WHICH DIES. TURNS BROWN. OR DEFOUATES L. 3 Greens ire Linden 1 Tilia cordata'Greens Ire' AND PLANING SO L QUANIIES REMOVED FROM TO COMPLE E HE W HOWN ON DRAWN B : KO p p 2 B.B. THE PL VERIFY ALL QUA SHOWN ON THE LANDSCAPE (PRIOR THE SITE CT ND REPLACED ED MTH MATERI OF THE SAME DESIGNED BY: KO AL PROMPTLY ,0 Sienna Glen Maple 1 Acer x freemanii'Sienna' p' B B. LEGEND. SPECIES, W ANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND ND ISSUE DATE: tit,, 7 Imperial Honeylocust / Gleditsia tncanfhos var. inermis 'Impcole' 2• B.B. 13. LONG -TERM STORAGE OF MATERIALS OR SUPPUES ON -SITE SPECIFICATIONS. WILL NOT RE ALLOWED. 2 {. WATERING: MAW TAIN A WATERING SCHEDULE NHICH WILL rMqllIllIllpIIIIIMIIIpPqllp.IIIIIIIpn. As ORNAMENTAL TREES 4. THE CONTRACTOR SHALL KEEP PAVEMENTS. PLANTERS AND THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY 10T, BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN NO VEHICLE WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF I hereby catty mat Mrs plan, spmnrHUm 3 Pagoda Dogwood / Comus akemIfolia 1-1/2" D 15 30 ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD ALL HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER r report was prepared by me or under my B -B. WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. N N DETERMINE PET MULCH PRIOR TO WATERING TO TERNINE NEED CONTRACTOR pernswn and that I am a day Kathleen O'Connell FiS1 9 Preinefire Crab /Manus '1-1/T iriefire' I_I B.B. STOCK NOT PLANTED q LL under me law: or DAY OF DELIVERY SHA BE HEELED IN 25 MAKE THE NECESSARY ARRANGEMENTS FOR WATER. tensed PmresO 0 m' e state or Minnesota ArrlweR _ _ _ A ND WATERED 8 Red Jewel Crab / Manus Red Jewel UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL Iar.h.pY Ar Nn.ar. Nl.\ � . . I -t/2• B.B. < re FEET , THIS MANNER WILL BE REJECTED. NY DAMAGE TO EXISTING ACCEPTANCE INSPECTION. A 7�. ,{ •t - -y- g-- 5 Japanese Tree L 1 Sy reticulate, multi i_i /2 B.B FACTURES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE name: Kathleen D•COnneI1 La`11'y�l•YLkii ERS 1. i. E. 26 . PROPOSED IRRIGATION SYSTEM TO BE DESIGN BUILD. CALL BEacce YOU DID 15. THE CONTRACTOR SHALL RE RESPONSIBLE FOR CCMPLYWG `M Signature: t.az:s:ane tx; EVERGREEN TREES IN LL A APPLICABLE CODES, REGULATIONS, AND PERMITS 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE IVE TOP Two.' Q�� • GOVERNING 1HE WORK. GRASS IS OBTAINED. Dam SOIL SEED, MULCH, AND WATER UNTIL A HEALTHY STAND Of Da 06/07/12 License A: 20862 /� -. xl ..�:::A / t 2- i'18.5'QfX 4 Austrian Pine / Pinus sylVesb s B.B. 6' HT. -B. 1 6. LOCATE AND VERIFY ALL UTILITIES. INCLUDING IRRIGATION LINES, PErz AL2YdX) e; 8 Black Hill S •Nce / Picea • lauca densata o r M TH THE OV 45 FOR 4 -0002 (TWI PROPRIETARY N CITES M UT 5ETRO N TES ANSA O D G C HER STA IE 28. PLANING EDGER SH SMALL BE POURED -IN -PLACE 6' HT. B,B. ONCRETE CURBING AS NOTED IN SHRUB PLANING DETAIL. . 01 8 Black Hill Spruce / Picea glauca densata 8' HT. B.B. 800- 252 -i ONE Ifi6 (GREATER MINNESOTA) 4B HOURS BEFORE DIGGING. L / l::t'e5a:e- :Iliben T;Mt11. a11° - Know what's below. CONTRACTOR CALL A7 45 SHALL BE RESPONSIBLE FOR THE PROTECTION AND CBII before YOU dig. 55 NOIF REPAIR OF DAMAGES TO SANE. Y THE LANDSCAPE OF < IN FEET 1 ARCHITECT OF ANY CONFLICTS TO Fq 60115 PLANT T RE RELOCAION- r X H1rf A.....1, !Pi' , _ i _ LAM __ _ u G J u.N - T - -. -.— -- _ _ uvnl - N I EGEND PROPO t7 — u 6 - _.- - - , -- u�i -- RDING LA E wsnNC P o ` E • e _ i ___._ - - -_ r SID :VIP - UNE -- L. EASEMENT - L. I - CURB • • • � ; _ K Q i -.. O � EDGER n, _` I — - I BITUMINOUS . _ . - - O• N . t0 co,c • `\ ► _.. O , . CONCRETE � 0 lO n Z J • _I \ _`- '�� - _ GRAVEL W J 10 - ---� SANITARY SEVER -- L W CI U Z_ WATER MAIN -- -- O O O STORM SEWER - - W O O / / _ _I • UC CAS `, n __ r - � __H_ .I 1__'. mfr U.G. ELECTRIC F / , / � i .. / r -- -- -' -. _.__ - 7 A-- --- - - -- _ u.G ufU 10of , ® - - : I . . a t ® ®® L,,� L f / I _ -.. \_ IEDEARTN+ V� X ucN PWE M NN __ E^ r r ,• , 5 Z D1 O e �., e O e O. B O O ��O a Im ®\ 0 tO J u'M1.— � ___ _ r CONTOUR _ W < O ` �Al � .- - ' . ® - - fIC O O � O O. VO O oi•.ii. O SPO ELE 1 k ••1';, CC .1 ^ / �� (CURB ELEVATIONS CO C a r , \ i s / y ARE TO GUTTER UNE) N F �_ r'> s i . W • EMERGENCY OVERFLOW 3-} - MCA \_._ - � V w.c GC 041S • t,.., \r, \, ENTRY C T HIS 1 I .__. ENTRY FACADE / _ . ' y Y • _ - M ,: • 0 le \+ [ -. _ W / SNRUBS I - - ._ . _..__ ._�..__ _ 8/986.18 / �1 9LT FENCE I ' 4 : j $ f 1 Li . ai � a F •, gr o"� • AWN /.. E K W . d ai ASSISTED LIVING O tii :' "4��'\ U z O y G F.F.E. = 835.0 O 411/4, 6r „ � i 1 i a • , w if IT O . AJUGA .DC S t / / �• / tri MU SA(A C � `�O / . PO W .. . w /vw Z W • O s.. �ti s w w a "" O Z Ul - 1 - / , ■ _ ° J -_ +- I �� u w J rYT j i O O " ii r 1 L y - uwe 9 X , D ' :TTYI T 7 *11 •r rri- i•-z• .,- , �'2 �w�� _ _ _ -__ -- _ __ __ _ : _ a ' a N GGMG a EDGER 1 P . Z11 ,i . 7;' t a W - . t _ _ o 0 i . L _ =.. _-_ , z .Clg4� ;.�' _ � � -- - 1 111 _ - - - -= W _ - - CI g See sheet It for T — ee s ee or rees 3 - tAwN -- - — -- . -_ E't. CONC.SIDEWALK - - - - - - - - - y _ . 1_ ' _ = � J ___ ® _ REViSICNI comments. -- _ - _ _ - _._ Ex CONC;C _ UR -_ -- -_ _ -- 3' PtP0 >AN ^ N 5 THRUSH STREET _ DIP ;.r..1 DRAWN AY: RO , _. - - DESIGNED 9Y: RD ISSUE DALE: 08/01/12 KEY CITY COMMON NAME/Botanical Name DFCIDUOUS SHRUBS Sc GRASSES S� CONT. FVFRGRFFN SHRUBS, PERENNIAI S & GROUND COVERS KEY CITY _ COMMON NAME/Botanical Name SIZE CONT. n 8 Twist nShout Hydrangea /Hydrangea macrophylla'PIHM -1', 4' 5 GAL CONT. _ EVERGREEN SHRUBS & PERENNIALS hereby Dn Mat m,. plan, v° °^ 18 Little Lime Hydrangea / Hydrangea panlculata'Jane', 4' 5 G AL CONT. 32 Dwarf Norway 3' ° "'0° "" p epae0 ° `° 0e m' 9 Dwarf Korean Lilac /Syringe eyeri ' Palibin', 5' 5 GAL CONT. �� Y / Picea abies'Pumila', 3 5 GAL CONT. 0 Io :o �t °^ an n I ” ' °u^ �4 6 Arborvitae / Thuja octadentaks'Hdmstrup', 4' x 8' 5 GAL CONT. R ° °a Landscape � r A , "� underws m Kathleen O'Connell 0 29 Dwarf Bush Honeysurdde / Diervilla lonicera, 3' tolerates moist cond. 5 GAL CONT. - 20 Blueberry Delight / Juniperous communis depressa 'AmiDak', 4-5' 5 GAL CONT. Da a L -'re :brhh -a, 01 A 21 Summer Wine Ninebark / Physocarpus opufolius 'Seward', 5' tolerates moist cond. 5 GAL CONT. , IN FEET , 36 Wilton Carpet Juniper / Juniperus horimnfalis Vfiltoni', 6' 5 GAL CONT Name: RAUV«n O'Connell -- j :�r: �t t1T1�::S I.LC RC CONT. � Yew / Taxus x media 'Taunton', gro aunton', 4' 5 GAL CONT, aNL aEFORE 1-w StLNte: 0 10 Rosa / Champlain, 3' 2 GAL CONT. *0 53 Kad Foerster Grass / Calamagrostis Karl Foerster tandscape Dawn .... 0 RCB 18 Rosa / Carefree Beauty, 3' 2 GAL CONT. is 108 Daylilly Mix: Stella Supreme, Pardon Me & Happy Returns Dace: 08/01/12 uceRSe a: 20862 '' t. axzv.,•:e oe 612.598.5 n RL 6 Rosa / Northern Accents Lena , 2 - 3' 2 GAL CONT. I�; 1 1 GAL CONT. 37 Hosta : August Moon, Francee & Gold Standard 1 GAL CONT. Pere 81.7.09 9 Artic Fire Dogwood/ Gamin stolen fera'Gatol', 4' tolerates moist cond. 2 GAL I CONT. 12 Fems: Japanese Painted, Lady in Red & Ostrich 1 GAL CONT. `, '� .I 9 Chokebeny / Aronia melanocarpia 'Autumn Magic', 3' tolerates moist cond. 2 GAL CONT. 18 Prairie Dropseed Grass / Sporobolus heterolepsis 1 GAL CONT. 'mr"F xnow what' below t- hlno<oenrll•�gmsil.: VI r� of L;t 4 Nanrrybeny Viburnum / Viburnum lentago, 6' tolerates moist cond. 10 GAL CONT. Bronze Beauty Ajuga ground cover &Vince ground cover 1 FLATS CaII be f o re you dig. / Mix B1 'Perennial Mix: Catmint, geranium etc. to be selected by landscape architect 1 1 GAL CONT. e)(1-&f a .a } ! 1 1 I! I 1 �171 ;: n 1 1 = D I 1 1 ' I t; 1 °° m I l{ i g _ L $ w Ru. RIVE / /, 7' 1 ,., / I �� 1 1 o I 1 1 1 J /" l —J J LJ � / � �- -1 -\ / / / / / ' \ N i I ; ` /y -- r� \ / I \ -1 - - -�` +' �y Y �a '---7.-- . 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'2 Alt - - - I ' it r'1 y 11J 1+33 'you J 1 - _ 142 1,44-• te -- ' 2291 — r t.- ,.. "� a 11+7 l " D72 '1 +725 2lL 2oi1 _ :2337 J >"1. r E _.. 2,13 , .._ �li r, � ,. 1 ?i7 * rl -_ .. J Property Information Parcel ID: 279170150 Bathrooms: Taxpayer Name: CHURCH OF ST MARY OF Year Built: Taxpayer Addressl: 2700 17 AVE E Deeded Acreage: 10 ' TaxpayerAddress2: SHAKOPEE, MN 55379 GIS Acreage: 9.84871 Property Addressl: Zoning Classification: ! Property Addressl: Legal Description: Section 17 Township 115 Range 022 E1/2 S1 /2 SW1 /4 NE1 /4 School District: 720 Plat Name: Estimated Land Value: $460,000 Block: 1 Estimated Buildings Value: $0 Lot: Total Estimated Market Value: $460,000 Unique Well & Boring No.: Home Style: Well Depth Drilled: Bedrooms: Well Date Drilled: I 1 1 I This drawing is neither a legally recorded map nor a survey and is not Map Scale N intended to be used as one. This drawing is a compilation of records, 1 inch = 549 feet J information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference _ _ purposes only. Scott County is not responsible for any inaccuracies herein ._ -�- contained. If discrepancies are found, please contact the Scott County �'Eap date '�1 Surveyors office. 8/20/2012 S ' EXI1 I BIT 131 City of Shakopee Memorandum TO: Julie Klima, Planner 11 FROM: Joe Swentek, Project Engineer SUBJECT: Preliminary Plat & Final Plat, Conditional Use Permit for Senior Housing in R -1B — All Saints Addition PID NO.: 27- 917015 -0 CASE NO.: 12034 SUBLEDGER NO.: 111700 DATE: October 25, 2012 The application indicates a request for a concurrent Preliminary and Final Plat review of a senior housing development as well as a Conditional Use Permit (CUP) for such a use on a residentially zoned property (R -1B). The subdivision is located northwest of the intersection between Independence Drive and Thrush Street. At the October 4, 2012 planning commission meeting the applicant received several comments regarding the site design. Consequently, revised plans were submitted responding to these aforementioned comments. This review is preliminary, as more comments are to follow with additional submittals. However, engineering offers the following comments at this time for the applicant and for the planning department: General Conditions The following items need to be addressed /completed prior to release of the Final Plat for recording: 1. Execution of a Developer's Agreement, which needs to include provisions for security for public improvements within the Final Plat and the engineering review fees. 2. Payments of Trunk Sanitary Sewer Charges need to be made, as required by the most current City of Shakopee Fee Schedule. H:.ENG.EMPLOYEE FOLDERSJSirentek' Plal.Reviews'All Saints (All Saints) 102512 .docx Page 1 of 3 13 4 2 -- 3. Payments of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment Charges need to be made, as required by the most current City of Shakopee Fee Schedule. 4. Payment of all storm water management plan review charges need to be made, as required by the most current City of Shakopee Fee Schedule. 5. The proposed subdivision, as a whole, will not exceed an average impervious surface percentage of sixty (60) percent. 6. The shared access for Lot 1, Block 1 and Outlot A will be a private drive. 7. No additional access, other than the one being provided by this subdivision, to Independence Drive will be allowed for the future development of Outlot A. 8. All storm sewer will be private. 9. The applicant will obtain a private drainage easement /agreement from the Shakopee Area Catholic Schools for the use of their storm drainage system to accommodate drainage from the All Saints Addition. A copy of the recorded easement /agreement will be submitted to the City. If an easement /agreement cannot be obtained, the applicant and the City can investigate the ability to connect to the public storm sewer system in Independence Drive. 10. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be recorded with datum on the Scott County coordinate system. The following items need to be addressed /completed prior to approval of a grading permit, a street and utility plan and /or a building permit: 1. No public improvements (site grading and street and utility) will be constructed until the City Engineer and the Shakopee Public Utilities Commission (SPUC) approves the required Final Construction Plans and Specifications. 2. The applicant needs to obtain a NPDES permit prior to any land disturbing activity. A copy of this permit will be provided to the City. 3. The applicant will provide a storm sewer system design that adequately serves Lot 1, Block 1 and the future development of Outlot A. 4. The applicant will need to obtain a right -of -way permit from the City of Shakopee prior to any work in the Independence Drive and Thrush Street rights -of -way. H:`ENC, EMPLOYEE FOLDERS JSwentek Nat. Reviews' A!! Saints`PP_FP. Review (All Stunts) 102' I_.docs Page 2 of 3 5. The applicant will install concrete cross -pans at each access to Independence Drive and Thrush Street per the most recent edition of the City's General Specifications and Standard Detail Plates For Street & Utility Construction. 6. The applicant will grade the entire site, as proposed on the approved plans, in one phase within one (1) year from the date of approval of the grading permit application. Grading is defined as bringing the site to the proposed finished grade with materials deemed acceptable by the City of Shakopee engineering department, providing topsoil per City requirements and applying seed, mulch and /or sod per City requirements and providing an as -built record grading plan per Section 2.5 of the City of Shakopee Design Criteria. 7. No retaining walls, landscaping or monument signs will be located in drainage and utility easements. S. Prior to issuance of a building permit, record plans need to be provided in compliance with the City of Shakopee Design Criteria, Section 2.5 and Section 11.2 (A -L). The record plans need to be submitted to the engineering department. Storm Water Management Plan Review The applicant submitted a revised storm water management plan and it is currently being reviewed by the City of Shakopee engineering staff and WSB & Associates, Inc. The applicant will need to obtain final approval of the plan prior to issuance of a grading and /or building permit. Recommendation Engineering staff recommends approval of the Preliminary and Final Plat and CUP application subject to the conditions referenced above being addressed /completed by the applicant. H: ENG EMPLOYEE FOLDERS 'JSwentek` Plat .ReviewslAll Saints lPP_FP.Review (All Saintsl 102512 aocs Page 3 of 3 41OSB1012 Senior Liv ing Stormwater Management Plan Review, Shakopee,... 844 Gm Fwd: All Saints Senior Living Stormwater Management Plan Review, Shakopee, MN WSB #1381 -37 Joe Swentek <jswentek @ci.shakopee.mn.us> Wed, Oct 31, 2012 at 9:20 AM To: Julie Klima <JKlima @ci.shakopee.mn.us> Julie, Here is the revised review from WSB. Let me know if you need anything else. Thank you. Joe Swentek Project Engineer City of Shakopee Ph: (952) 233 -9363 http://www.ci.shakopee.mn.us/engineering.cfm - - - - - -- Forwarded message - - - - - -- From: Ted Witkowski <TWitkowski @wsbeng.com> Date: Mon, Oct 29, 2012 at 4:38 PM Subject: All Saints Senior Living Stormwater Management Plan Review, Shakopee, MN WSB #1381 -37 To: Joe Swentek <jswentek @ci.shakopee.mn.us> Cc: Todd Hubmer <THubmer @wsbeng.com >, Steve Gurney <SGurney @wsbeng.com> Good Afternoon Mr. Swentek, I have completed the stormwater management plan review of the All Saints Senior Living development plan. The plan is in conformance with the City rate control, water quality, and infiltration design criteria. The freeboard requirements for the site are in conformance with the City policies. The storm sewer system design capacity will require verification of the pipe sizes downstream prior to demonstrating conformance with City policies.(See Comment 1) The documents provided for review by Joseph Radach at Carlson- McCain were received via email on 10/23/12. I offer the following comments and observations for your consideration: https: // mail .google.com /mail / ?ui= 2 &ik =9af 354714b &v iew=pt &search = inbox &th= 13ab731 ad94101 d9 $S A110,S331rh12 Senior Living Stormwater Management Plan Review, Shakopee,... 1. The existing storm sewer pipe sizes downstream on the Shakopee Area Catholic Education Center (SACEC) construction plans are smaller that the storm sewer system design calculation pipe sizes. It is requested that the pipe sizes downstream be independently verified, and that the verified pipe sizes be used for the site design calculations. The SACEC plan sheets are located at the end of the Stormwater Management plan for the site. 2. I would request that the storm sewer system capacity from Structure 101 to Existing CBMH 5 across Outlot A be increased to allow for future connections to the storm sewer system. The future system from Outlot A may require some additional capacity, and the ability to route the eastem segment of the site to the offsite pond. 3. The stormwater management plan delineation map identifications and Hydrocad modeling identifications should correspond. It is requested that the map or model identifications be modified as necessary. 4. The drainage and utility easements over the storm sewer system from the Senior Living development to the SACEC pond should be dedicated. The drainage and utility easements encompassing the new highwater elevation at the SACEC pond should be dedicated. This completes my review of the All Saints Senior Living stormwater management plan. If you have any questions concerning my review do not hesitate to contact me. (763) 287 -7165 Thanks Ted 3 y ���/ EnraI1 rrcl PLrnirto Y rivi o lraC'r`tbl - Cu I 1 r Ll air . https: / /mail.google.com /mail / ?ui= 2 &ik =9af 354714b &v iew=pt &search = inbox &th= 13ab731 ad94101 d9 2/2 axti BIT C CITY OF SHAKOPEE MEMORANDUM To: Julie Klima, Project Manager From: Jamie Polley, Director of Parks, Recreation & Natural Resources Date: September 7, 2012 Case Number: 12034 Subject: Preliminary & Final Plat for All Saints Addition & CUP for Senior Housing in R1 B Trident Development LLC Based on a review of the application materials provided to staff, staff has the following conditions of approval: Prior to recording of final plat: 1. Compliance with the Woodland and Tree Management Ordinance is not required for this development given that the site does not have any existing trees. 2. Trails and Sidewalks - The preliminary plat shows adequate sidewalks within the development. No additional trails or sidewalks are required at this time. At the time of recording of final plat: 1. Park Dedication Given the near half mile distance to two parks, Cloverleaf and Green Meadows, cash in lieu of land is recommended. 2. Park dedication fees in the amount required by the City Code and adopted City fee schedule shall be paid at the time of recording of the final plat. 3. Preliminary park dedication calculations (to be confirmed at time of final plat) are as follows: 84 units x $4,450 /unit = $373,800.00 Following the release and recording of the final plat the following shall apply: 1. Trees are required to be planted as follows: a. A minimum of four feet from impervious surfaces. b. A minimum of ten feet from property lines. c. Not in easements containing utilities. d. Not in City owned right -of -way. e. Not below overhead utilities. f. Not below high water levels (HWL) in existing or created ponds or wetlands. g. No planted tree species shall comprise more than 30% of the total quantity of trees to be planted on the site. h. Consistent with the Shakopee Tree Planting Guidelines. i. Ash (Fraxinus sp.) and Colorado Blue spruce (Picea pungens) are not allowed to be planted. 2. The developer should implement the use of Best Management Practices for erosion control and storm water management during construction.