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09-17-24 PC itemPlanning Commission Item September 17, 2024 Item Hope House Conditional Use Permit and Site Plan Review (Planning Case #24- 16) File No.24-16 Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Rachel Jeske, Planner Applicant Open Hands Foundation Present Zoning Rural Residential District (RR) Land Use Residential Low Density Acerage 1.06 Density Applicable Regulations Chapter 20, Division 20-IV-2, Conditional Use Permits. Chapter 20, Division 20-IV-3, Section 20-261 Group Homes Chapter 20, Article 20-XI, “RR” Rural Residential District SUGGESTED ACTION Proposed Motion: "The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home with a capacity of 8 persons located at 3010 W 78th Street, Excelsior, MN and adopts the attached Findings of Fact and decision." SUMMARY The applicant is requesting a Conditional Use Permit and site plan approval for a group home with a 76 capacity of up to 8 persons. This proposal encompasses a 5,100 square foot addition to an existing 2,800 square foot group home. BACKGROUND DISCUSSION RECOMMENDATION Staff recommends the approval of the conditional use permit and site plan. ATTACHMENTS Land Use Application Plan Set Architectural Plans Staff Report Findings of Fact Affidavit of Mailing 24-16 Affidavit of Publication 24-16 77 COMMUNITY DEVELOPMENT OEPARTMENT Planning Division - 7700 [ilarket Boulevard Mailing Address - P.O. Box 147, Chanhassen, IvlN 55317 Phone: (952) 227410A / Fax: (952) 227-1110 17 July 2024 PC Date *crTYorcttmttAssrlt APPLICATION FOR DEVELOPMENT REVIEW CC Date Section 1: Application Type (check all that apply) ! Comprehensive Plan Amendment.... . ......... ..... $600 E Conditional Use Permit (CUP) n Single-Family Residence .. .. ..................$325E nlt otners .... $po- E lnterim Use Permit (lUP) ! ln conjunction with Single-Family Residence . $325 L_l All Others. .. .. .. .... .. . S5OO E Rezoning (REZ) Planned Unit Development (PUD) . Minor Amendment to existing PUD All Others...... E Subdivision (SUB) X Create 3 lots or less ........... S50O! create over 3 lots... ...................$1000 + $15 per lo(_ lots) ! Metes & Bounds (2 lots)..... ..... .......... ...$300E Consolidate Lots ............................................. $1SO! Administrative Subd. (Line Adjustment).......... g 1 50n Final Plat + $15 per tot.................. . . $700..(lncludes $450 escrow for attorney costs) 'Additional escrow may be lequired for other applications through the development conkact. D Vacation of Easements/Righlof-way (VAC)........ $300 (Additional recording fees may apply) ! Variance (VAR) ........ ... .... .. E Wetland Alteration Permit (WAP) n Srngle-Family Residence. . ........ ! Att otners. ........ E Rppeat of Adminrstrahve Decrsron....... n Zoning Ordinance Amendment (ZOA) trTn $750 $ 100 $500 E Sign Plan Review. ...... n S(e Ptan Review (SPR) E Administrative. ....... 7 Commercial/lndustrialDistricts-.... ...... $5€O-- Plus $10 per 1 000 square feet of building area 1)c (_ thousand square feet)*lnclude number of el]slEq employees $150 $100 $200 $1s0 s275 $200 $s00'lnclude number of lgg employeestr Resrdential Dtstncts $500 Plus $5 per dwelling unit (_ units) AqIE: Whed multiple applications are processed concurrendy, the awropiate fee shall be charged for each application. I Property Owners' LaSt within 500' lctty to generate after pre-apptication meeting) ................. . .. ... $3 per address(_ addresses) n lgzow for Recordrng Documents (check all that apply)........... . . -.......................... $ per document< Conditionat Use-permit sio' : rriurin1 i1;:"#;,t $;o _ Site iian Asreement - $85 - Wetland Alteration Permit - $50 - Easements ( easements) 985 - Vacation - $85 - Variance - S5O - Metes & Bounds Sub (2 deeds) $250 - Deeds - $100 TOTAL FEE: I ui 3010 W 78th St., Excelsior, MN 55331 Section 2: Required lnfoamation Property Address or Location Parcet #. 250093200 1.08 Legal Description Thai P/o Nwl A SWr /4-16.23 DESC AS Comm ai SW com o' NW1/4 SW1/4 Tti N89.E Total Acreage: Present Zoning Wetlands Present?EvesEno Requested Zon ingRural Residentral Present Land Use Designation Rural Residential Res Low Density Requested Land Use Designation Res Low Density Existing Use of Property Hope House-Teen shelter Submrttal Date 60-Day Rev@w Date (Refer to lhe appropnate Application CheckJist for required submittal informatton that must accofipany this application) Description of Proposal: E Check box if separate narrative is attached. 78 Section 3: Property Owner and Applicant lnformation APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorizatron from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to flle the application. This application should be processed in my name and lam the party whom the City should contact regarding any matter pertaining to this application. lwill keep myself informed of the deadlines for submission of material and the progress ofthis application. I further understand that additional fees may be charged for consulting fees, feasibilaty studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1"r" Open Hands Foundation Contact: Fodney Provart, Executive Director Address: 3 121 Westvvood Drive Phone (952) 224-7458 City/State/Zip Excelsior, MN 55331 6s11 (612) 799-0790 Email: Signat rodn @prov net Fax ure oate l A^r^s+ ?b2+ 0 PROPERTY OWN ; ln signing this application l, as property owner, have full legal capacity to, and hereby do, authorize the flling of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadiines for submisslon of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estamate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1,1r,n" Westwood Community Church Contact Phone: Gerald Barnaby, Westwood Board Chair Address: 3121 Westvvood Drive City/State/Zip Excelsior, MN 55331 Cell Fax. Date (612)708-0537 s.r11 barnabyjk@yahoo.com Signature PROJECT ENGINEER (if applicable) Name Westwood Professional Services 6on,r", David Bade py.tons. 9521697-5724Address 12701 Whitewater Drive, Suite 300 City/State/Zip Minnetonka, MN 55343 ar",, david. bade @ westwoodps. com Who should receive copies of staff reports? ! Property Owner Emarl_ .Other Contact lnformation: Name Jim Theis E Applicant I EngineerE otner Emailrod.provart@openhandsfoundation.com AddfeSS: 3121 WestwoodDnve Email david.bade@westwoodps com Email jim.theis@westwoodcc.org INSTRUCTIONS TO APPLICANT: Com plete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application Section 4: Notification lnformation July 11 ,2O24 Cell: Fax: City/Statei Zip: Excereor MN 55331 Email Im.theis@westwoodcc.org 79 CITY OF CHANHASSEN APPLICATION FOR DEVELOPMENT REVIE\I\' Narrative for Conditional Use Permit JulY 17 ,2O24 project Description: We propose to build a nine-bedroom addition to our existing teen crisis shelter, known as Hope House, which is dedlcated to providing a safe and healing environment for youth in crisis. The planned addition will be a three-level structure encompassing 5,-100 square feet. This expanslon is essential to meet the growing needs of our community and enhance our ability to serve vulnerable teens and their families. Purpose and Benefits: 1. lncreased Capacity: The new addition will double the number of bedrooms available in our crisis shelter. This increase is critical as we frequently reach full capacity, resulting in the inability to accommodate all teens in need of immediate shelter and support' 2. Acces;ibility lmprovements: The addition wlll include an accessible bedroom and bathroom on the ground floor, ensuring that our facilities are inclusive and can accommodate youth with disabilities or mobility challenges 3. Confrdential Counseling Spaces: The expansion will provide additional spaces specifrcally designed for confidential intakes and counseling sessions. These spaces are vital for cond"ucting sensitive and private conversations with youth, parents, and families, fostering a supportive and therapeutic environment. Design and Safety Considerations:.- Healing Environment: The design of the new addition emphasizes a healing and safe utro.Ih.r", with attention to cieatlng spaces that promote mental well-being and physical security for all residents. . Compliance with Regulations: The project will comply with all relevant building co-des, state licensing, and safetylegulations to ensure the well-being of our residents and staff . Commu-nity lntegraiion: The architectural design will be in harmony wlth Westwood Community Chuich and the surrounding neighborhoods, maintaining the aesthetic integrity of the area. community lmpact: The expanded facility will enable us to better address the urgent needs of our community by providing more comprehensive support services for at-risk youth. This expansion will not only offeiimmediaii shelter bui also enhance our capacity to deliver crucia_l counseling and family iupport services, ultimately contributing to the overall well-being and safety of our community. conclusion: The proposed addition to Hope House is a necessary and thoughtfully planned project that wlll significantly benefit the youth in our community. By doubling our capacity, improving accessibility, and providing dediiated counseling spaces, we will be better equipped to offer the vital services thit help'our youih heal and thrive. We iespectfully request the city's support and approval of this zoning application to allow us to proceed with this critical expansion' 80 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date PC Date CC Date 60-Day Review Date (Refer to the appropriale Application Checklist for required submitlal infomation that must accompany this applbatton) fl Comprehensive Plan Amendment......................... $700 D Subdivision (SUB) n Plat 3 lots or lessE Conditional Use Permit (CUP) n ptat over 3 1ots....... ...............E Single-Famity Residence . .. ............ $400 n Metes & Bounds (2 tots)........................E Alt Others...... . .... ... . ....$600 3 Consotidate t_ots.. ................ E tnterim use Permit (tuP) = l1i,'it]:"t'" subd (Line Adjustment) ! ln conjunchon with Srngle-Famrly Residence.. $400 L-l Flnal Plat' ' ' E Att Others...... .... ............................ $600 E Vacation of Easements/Rightof_way (VAC) E Rezoning (REz) (Additional recording fees mav applv) fl Planned Unit Development (PUD) .................. $750 E Variance (VAR) ....... E Minor Amendment to existing PUD................. $100 E All Others...... .. . ..... . ........ $600 n wetland Alteration Permit (WAP) ! Srngle-Famrly Residence.................... .. E Sign Plan Review.................... . . ...... ... .. ............ $150 ! All Others...... n Site ptan Review (SPR) E Rppeat of Administrative Decision ............... n Administrative ... .....................$100 E Residential/Commercial/lndustrlal Diskicts.. $750" n Zoning Ordinance Amendment (ZOA)......... gLE: When fiultiple applications arc processed concunently, lhe appropiate fee sha be charged for each application COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 l\4arket Boulevard lvlailing Address - P O. Box 147, Chanhassen, MN 55317 Phone (952) 227-1100 lFaxr (952) 227-1110 E Notification Sign (city to instal and remove) ! Escrow for Recording Documents (checkall thatapply)........... E Conditional Use Permit - $50 n lnterim Use Permit - $50 ! Wettano Alteration Permit - $50 [ Easements (- easements) - $85 E Variance - $50 tr Metes & Bounds Sub (2 deeds) - $250 *lncludes $450 escrow for attorney costs. '.Additional escrow may be required for other applacations through the development contract *crTYorcttAttttAssn{ s500 $1250 $300 $150 $150 $700- $ 300 $200 $150 $275 $200 $500 $200 .... $ per document Erefte+ta1-cgreernerTt-:S83- n Vacation - $85 Tl Deeds - $ 100 TorAL ree: $1,685 00 f,|tooo c'o Section 1: Application Type (check all that apply) Section 2: Required lnformation Description of Proposal 3010 W 78th Street Excelsior, MN 55331Property Address or Location Parcet # 250093200 Legal Description TWP 116, RNG 023, SEC 09 Total Acreage: Present Zoning 1.08 Wetlands Present?n Yes E tlo Requested zoningRural Residential Rural Residential Res Low Density Requested Land Use Designation Res Low Density Existing Use of Property Hope House - Emerqency housinq shelter & counselinq for teens E Check box if separate narrative is attached Present Land Use Designation: 81 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS WEST 78TH ST.TANADOONA DR.T R U N K H I G HW A Y N O . 4 1AB0RETUM BLVDN:\0032076.00\DWG\CIVIL\0032076CV.DWG HOPE HOUSE EXPANSION © 2024 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY DOCUMENTSWESTWOOD COMMUNITY CHURCH -HOPE HOUSE EXPANSIONEXCELSIOR, MNPREPARED FOR:WESTWOOD CHURCH3121 WESTWOOD DRIVEEXCELSIOR, MN 55331CONTACT: JIM THEISPHONE: 612-618-1727EMAIL: JIM.THEIS@WESTWOODCC.ORGSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORFOREXISTING CONDITIONS, REMOVALS, SITE,GRADING, EROSION CONTROL, UTILITIES,TREE PRESERVATION AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0032076.00CONTACT: DAVID BADEPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PRELIMINARY DOCUMENTSWESTWOOD COMMUNITY CHURCH -HOPE HOUSE EXPANSIONEXCELSIOR, MNFORFOREXISTING CONDITIONS, REMOVALS, SITE, GRADING,EROSION CONTROL, UTILITIES, TREE PRESERVATIONAND LANDSCAPEINITIAL SUBMITTAL DATE: 08/29/2024SHEET: C001 OF 11PROJECT NUMBER: 0032076.00Sheet List TableSheet NumberSheet TitleC001CoverC100Existing Conditions and Removal PlanC200Site and Paving PlanC300Grading and Erosion Control PlanC400SWPPP NarrativeC401SWPPP Notes & MapsC500Utility PlanC600DetailsL100Landscape PlanL101Landscape Notes + Details82 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"W 1010100610081014 10141010100810121014100610061008100810101008101210141016101810041010100410061008101210141 0 1 6 9901000986988992994996998100210041006 1010100810121004100610001002100410061008 101010081000 9949969981002 100 0 1010 100 2 1004 1006 100 8 1012 101410101008101210141016MAILE8970UELBXSSPUGPUGPUGPUGPUGPUGPUGSANSANSANSAN SANSANSANSANSANSANPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATREMOVE BITUMINOUS DRIVEREMOVE WOODEN BUILDINGREMOVE WOODEN DECKREMOVECONCRETE PADREMOVE SEPTIC FIELDEXISTINGBUILDING737873797380738173827383738473857386738773887389739073917392739373947395739673977398739974007401740274037404740574067407740874097410741174127413741474157416741774187419742074217422742374247425742674277428742974307431743274337434743574367437743874397440744174427443744474451.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076EX01.DWG 08/29/2024HOPE HOUSE EXPANSIONC100 EXCELSIOR, MN HOPE HOUSE EXPANSION EXISTING CONDITIONS AND REMOVAL PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES ASSHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSEDIMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTINGAPPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FORPROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS,IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURESREQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITEREMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITYPROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIESAFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARETHE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXX1VERIFY EXISTING SANITARY/SEPTIC LINE LOCATION DEPTH AND CONDITION.DOCUMENT WITH MEASUREMENTS AND PICTURES2VERIFY EXISTING WELL LOCATION AND DOCUMENT.3REMOVE EXISTING TREES AND SHRUBS AS REQUIRED FOR NEW SITE, GRADING, DRAINAGE, AND UTILITIES.4VERIFY NEW LOCATION FOR SANITARY SEWER SERVICE AND PROVIDE DESIGN/BUILD INFORMATION TO ENGINEER AND ARCHITECT.5VERIFY NEW LOCATION OF GAS SERVICE AND METER.SITE KEYNOTES1234512333333345TREE INVENTORY83 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"WMAILPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWAT12'32'12'32'56'18'22'18'R5'R5'22'10'24'R80'R80'42' R 6 0 ' R 2 0 'R80'R30'R15'R15'22'14' (TYP)14' (TYP)18' (TYP)9' (TYP)PROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =1014PROPOSEDREC ZONE 2,500 SFPROPOSEDGAZEBO 324 SF782319199' (TYP)31' 28'850'50'18'18'R8'11'5'1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SP01.DWG 08/29/2024HOPE HOUSE EXPANSIONC200 EXCELSIOR, MN HOPE HOUSE EXPANSIONSITE AND PAVING PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, INC.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO EDGE OF BITUMINOUS OR EXTERIOR FACE OF BUILDING UNLESSOTHERWISE NOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.7.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGENDT1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHALL BE NOTIFIED IMMEDIATELY.2.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.3.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.4.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.5.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.PAVING NOTES·PROPOSED ZONING:R-2, Church-Other Residence·PARCEL DESCRIPTION:LOT 3010 - 250093200·EXISTING PROPERTY AREA:47,045 SF (1.08 AC)·PROPOSED PROPERTY AREA:93,218 SF (2.14 AC)·EXISTING IMPERVIOUS SURFACE:15,705 SF (33.8%)·PROPOSED IMPERVIOUS SURFACE:23,591 SF (25.3%)·BUILDING GROSS SIZE:3,099 SFBUILDING SETBACK PER CODE:35'- FRONT30'- REAR15'- SIDE·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF EXCELSIORHOUSE:1 SPACE / 300 SF OF BLDGHOUSE (3,009/300)10.33 SPACESTOTAL SPACES REQUIRED:11 SPACES·PARKING PROVIDED:13 SPACESSITE DEVELOPMENT SUMMARY7DRIVEWAY ENTRANCE8PRIVATE CONCRETE SIDEWALK19PAVEMENT SECTIONS23CONSTRUCTION JOINT1SITE DETAILS (SI-0XX)51234567891211101384 PROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =10142.0% 2.0%2.0%2.0% 2.0%1.1%2.0%2.0%2.3%2.3%2.0%12.7613.1012.8012.0012.3711.5010.6510.8010.4813.0012.5011.7512.2511.9113.0014.0012.321.5%1.5%13.6213.8313.5213.80101010081009101110121013101 4101010091011101213.8313.7013.472.0%2.0%2.2%2.0%2.0%12.179.509.228.608.329.659.3710.2011.6711.2911.8311.899.796.307.027.3010.0310.4013.6013.3213.6313.3013.8513.002.3%2.0%2.0%SFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S FSFSFSFSFSFSFSFSFSFSF PROPOSEDREC ZONE 2,500 SF2.0%2.0%3:1 3:1 3:11005101010061007100810093:1 NWLNWLN W L NWLNWLNWLNWLNWLNWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLNWLNWLNWLNWLNWLNWLNWL NWL HWLHWLHWLHWLHWLHWLHWLHWL HWLHWL 10.0810.2811.551005 10021003100410061007100810091.5%PROPOSEDGAZEBO 324 SF1 0 1 0 10101010101010071008 1009100910091011101110111011101210121013101310141014WEST 78TH STREET1010100610081014 10141010100810121014100610061008100810101008101210141016101810041010100410061008101210141 0 1 6 9901000986988992994996998100210041006 1010100810121004100610001002100410061008 101010081000 9969981002 100 0 1010 100 2 1004 1006 100 8 1012 101410101008101210141016MAILE8970UELBXPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATROCK CONSTRUCTION ENTRANCE3:11.0%3.7%2.4%2.0%4.9%2.0%SILT FENCE (TYP)1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076GD01.DWG 08/29/2024HOPE HOUSE EXPANSIONC300 EXCELSIOR, MN HOPE HOUSE EXPANSION GRADING AND EROSION CONTROL PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLANARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONSOF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESEAREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLANFOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORMTO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADINGAND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOILMATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSEDPROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BEREQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, INEACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THEINDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTEDAS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BECOMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTESPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATGRADING & EROSION CONTROL LEGENDSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC98298098298085 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SW01.DWG 08/29/2024HOPE HOUSE EXPANSIONC400 EXCELSIOR, MN HOPE HOUSE EXPANSIONSWPPP NARRATIVE 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT HOPE HOUSE. THIS REPORT SHALL BE ON THE SITE AT ALLTIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR HOPE HOUSE SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR HOPE HOUSE IN EXCELSIOR, MN. THE SITE IS LOCATED IN THETHE NORTHWEST INTERSECTION OF WEST 78TH STREET AND HAZELTINE BLVD, SOUTHEAST OF THE WESTWOOD COMMUNITY CHURCH .PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:JIM THEISTBDWESTWOOD CHURCH3121 WESTWOOD DRIVEEXCELSIOR, MN 55331621-618-1727JIM.THEIS@WESTWOODCC.ORGIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:SHARI AHRENSTBDSEE CONTRACTORWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DRIVE, SUITE 300MINNEAPOLIS, MN952-697-5760SHARI.AHRENS@WESTWOODPS.COMU OF M DESIGN OF CONSTRUCTION SWPPPMAY 31ST, 2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 2.14 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO: MASS GRADING OF SITE, STORM SEWER,RECONSTRUCTION OF DRIVEWAY, AND HOME COMPLEX .PROJECT AREA = 2.14 ACRESDISTURBED AREA = 1.48 ACRESEXISTING IMPERVIOUS AREA = 15,858 SFPROPOSED IMPERVIOUS AREA = 23,591 SFPRE-DEVELOPMENT SITE CONDITIONSTHE SITE WILL INCLUDE THE EXISTING SITE IS 1.08 ACRES WITH 1.06 ACRES OF THE ADJACENT LOT. THAT AREA CONTAINS A BUILDING COMPLEX, SEPTICSYSTEM, DRIVEWAY, AND PARKING LOT. FOR A TOTAL OF 0.3 ACRES OF IMPERVIOUS. THE EXISTING SITE DRAINS IN THREE DIRECTIONS. A PORTION DRAINSNORTHEAST AND NORTHWEST TO AN EXISTING WETLAND AND ANOTHER PORTION DRAINS SOUTH TO WEST 78TH STREET.SOIL TYPESTHE SITE CONTAINS MAINLY CLAY TYPE SOIL SUCH AS KILKENNY-LESTER LOAMS, AND LESTER KILKENNY COMPLEX THAT IS MODERATELY ERODED. REFERTO USDA WEB SOIL SURVEY WEBSITE DATED 08/29/2024.POST-DEVELOPMENT SITE CONDITIONTHE PROPOSED SITE WILL EXPAND TO 2.14 ACRES. SITE VEGETATION WILL CONSIST OF SOD, MULCH, AND NATIVE GRASSES AS SPECIFIED IN THELANDSCAPE PLANS. THE DRIVEWAY AND PARKING LOT WILL BE REDEVELOPED WITH AN ADDITIONAL PARKING LOT AND ROADWAY. THE NEWIMPERVIOUS AREAS WILL BE DIRECTED TO ONE OF TWO RAIN GARDENS/FILTRATION BASINS. BASIN 1 THAT WILL DISCHARGE DIRECTLY OFFSITE TO THENORTHWEST EXISTING WETLAND. BASIN 2 WILL DRAIN OFFSITE TO THE NORTHEAST EXISTING WETLAND. THE REMAINING SITE WILL DRAIN SOUTH OFWEST 78TH STREET.STORM WATER MANAGEMENT PLANTHE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OFIF FIVE OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, TEMPORARY SEDIMENT BASINS WILL BE LOCATED AT THE PROPOSEDPERMANENT POND LOCATIONS. THESE TEMPORARY BASINS WILL BE CONVERTED INTO PERMANENT BASINS DURING FINAL GRADING CONSTRUCTION.THE BASINS SHALL BE SIZED TO PROVIDE LIVE STORAGE FOR THE VOLUME OF RUNOFF FROM A 2-YEAR 24 HOUR STORM, AND A MINIMUM 1,800 CUBICFEET PER ACRE OF DRAINAGE. SEE STORM WATER REPORT FOR DESIGN CALCULATIONS.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF CONSTRUCTING TWO RAIN GARDENS/FILTRATION BASINS. FILTRATION BASINSARE PROVIDED TO MEET THE CITY AND WATERSHED REQUIREMENT OF 1.1" OF VOLUME REDUCTION FROM NEW IMPERVIOUS SURFACE. THE FILTRATIONBASIN WILL BE 1.5 FEET DEEP AND WILL HAVE 1.5 FEET FILTER MEDIA TO MAINTAIN A 0.45 IN/HOUR FOR 48 HOURS OF DRAWDOWN. THE BASINS AREPROPOSED TO MEET WATER QUALITY AND RATE CONTROL REQUIREMENTS. THE CITY OF CHANHASSEN, MN WILL BE RESPONSIBLE FOR THE LONG TERMMAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. DETAILED DRAINAGE AREA MAPS ARE INCLUDED IN THESTORM WATER REPORT FOR THE SITE.REFER TO THE HOPE HOUSE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS,POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8.INSTALL INLET PROTECTION AROUND CATCH BASINS.9.INSTALL STREET SECTION.10.INSTALL CURB AND GUTTER.11.INSTALL PAVEMENT.12.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13.FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14.REMOVE ACCUMULATED SEDIMENT.15.FINAL GRADE.16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYTWO-YEAR CROP COVER, APPLIED AT A RATE OF 25 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTTHE DISTURBED AREAS WILL BE SEEDED AND MULCHED FOLLOWING MASS GRADING ACTIVITIES. ONCE HOME BUILDING HAS BEEN CONCLUDED,THE LOT WILL BE SODDED. COMMON AREAS AND OUTLOT AREAS WILL BE SEEDED WITH NATIVE SEED MIX, PER THE LANDSCAPE PLANS.PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTSHAVE BEEN MET.SWPPP BMP QUANTITIESSILT FENCE909 LFINLET PROTECTION2 EACHTWO-YEAR COVER CROP (25 LBS/ACRE)37 LBSSOUTHERN BLVD (160 LBS/ACRE)237 LBSSOD64469 SFMULCH (2 TONS/ACRE)2.96 TONROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREARECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITENAMETYPEIMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITEMINNEWASHTALAKEY N.55 MILES*LAKE MINNEWASHTA IS IMPAIRED FOR FISH BIOASSESSMENTS; MERCURY IN FISH TISSUE.86 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076SW01.DWG 08/29/2024HOPE HOUSE EXPANSIONC401 EXCELSIOR, MN HOPE HOUSE EXPANSIONSWPPP NOTES & MAPS 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.2.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.3.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.4.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.5.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.6.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER7.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.oUSE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.oUSE A FILTER BAG SYSTEMo PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.8.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.9.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER SHALL CONSIST OF 10 MIL POLYLINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.10.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.20.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.21.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.22.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.23.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.24.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.25.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.26.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.27.WORK NEAR SPECIAL WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS28.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS29.WORK IN KARST AREAS·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS30.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZEDVICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDCustom Soil Resource ReportSWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTSOR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWINGOCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONALCONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY,MINNESOTA POLLUTION CONTROL AGENCY OFFICIALS INDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATINGOR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATERDISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THE MN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTSARE NEEDED, REQUIREMENTS ARE NOT BEING NET FOR TMDL OR OTHER WATER QUALITY STANDARDS, ORTHAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENTCHANGES AND AMENDMENTS TO THIS DOCUMENT. AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWINGINDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIEDINDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THEDOCUMENT TO REFERENCE BACK TO THE CHANGES SUMMARIZED BELOW.AMENDMENT NO.DATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BY87 WEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"WEX-MHRE = 1001.49MAILEX-MHRE = 1003.82EX-MHRE = 1003.92982.79 983.23983.31PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATPROPOSED LIGHT POLEUNDERGROUND ELECTRIC LINERAIN GARDENEXISTING STORM SEWERGAS GAS GAS GAS GAS GAS GAS GAS GAS 0 1 4'4'NEW WM SERVICECONNECTIONNEW WM SERVICECONNECTIONCONNECT TO EXISTING WMVERIFY WM SIZE AND LOCATIONCOORDINATE NEW WM SERVICESIZE WITH ARCHITECT AND CONTRACTORNEW SANITARY CONNECTION BY OTHERSNEW GAS CONNECTION BY OTHERSCOORDINATE NEW GAS SERVICESTUB WITH ARCHITECT AND CONTRACTORCOORDINATE NEW SANITARYSERVICE STUB WITH ARCHITECTAND CONTRACTORCB-200RE=1014.54IE=1007.30 (8" W)IE=1010.50 (8" E)D=7.2139 LF-8" PVC @ 0.50%134 LF-8" PVC @ 0.48%RAIN GARDEN8" IE= 1006.608" IE= 1002.60CL III RIP RAPCL III RIP RAPPROPOSEDBUILDING 1696 SFFFE =1014EXISTINGBUILDING 1407 SFFFE =1014PROPOSEDREC ZONE 2,500 SFNWLNWLN W L NWLNWLNWLNWLNWLNWLHWLHWLHWL HWL HWLHWLHWLHWLHWLHWL HWLNWLNWLNWLNW L NWLNWLNWLNWL HWLHWLHWLHWLHWL HWLHWLHWLHWLHWL PROPOSEDGAZEBO 324 SF1.08 ACRES FROM EXISTING TOPROPOSED PROPERTY AREAEXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRES8" IE= 1010.512 LF-8" STM SWR @ 0.00%6 LF-8" STM SWR @ 0.00%CB-100RE=1009.19IE=1003.25 (8" NE)IE=1006.50 (8" SW)D=5.98" IE= 1006.5SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076UT01.DWG 08/29/2024HOPE HOUSE EXPANSIONC500 EXCELSIOR, MN HOPE HOUSE EXPANSIONUTILITY PLAN 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORSHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FORTHE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEESSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS,TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE LOCALJURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL / DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICELINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BEINSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THEUTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANYPIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY.ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THERESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHENINSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THEMAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIREDTO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER ORSTORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, SANITARY AND STORMSEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING AND AS LISTED IN TABLE 701.2OF THE MINNESOTA PLUMBING CODE. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THECROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PERASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALLBE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BE POLYVINYLCHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY AND STORM SEWERPIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUSTINCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALLBE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY OR MN DEPARTMENT OFLABOR .B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTMD2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BEINSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR ABUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BYMINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATERLINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE604.10.1.16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OFUTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN.CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS ISREQUIRED.17.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BESUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDT88 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076DT01.DWG 08/29/2024HOPE HOUSE EXPANSIONC600 EXCELSIOR, MN HOPE HOUSE EXPANSIONDETAILS 4040908/29/2024 DAVID BADE 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0032076.00SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE12" MnDOT SPEC. 3138 CLASS 56" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY4" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT6"MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.2'8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4"MIN.2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMP2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASE1.5'**89 100010101010 9969981002 100410041006 10061008 10081012101299010009869889929949969981002100410061008 GAS GAS GAS GAS GAS GAS GAS GAS GAS 0 14'MAILE8970UELBXSSPUGPUGPUGPUGPUGPUGPUGSANSANSANSANSANSANSANSANSANSANPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWEST 78TH STREET225.90S89°30'55"E190.71N00°25'05"W 17.74 N00°14'16"W 20.60N89°14'53"E90.50N00°25'05"W 248.27S89°22'56"E300.01 N00°44'38"W EXISTING PROPERTY AREA1.06 ACRESPROPOSED PROPERTY AREA2.14 ACRESBABACCCCCCCCCCBACODEQTYBOTANICAL / COMMON NAMESIZESPACING O.C.MATURE SIZECONIFEROUS TREESBHS7PICEA GLAUCA 'DENSATA' / BLACK HILLS WHITE SPRUCE8` HT B&BAS SHOWNH 30`-40` W 20`-30`SCP7PINUS SYLVESTRIS / SCOTCH PINE8` HT B&BAS SHOWNH 35`-45` W 20`-25`DECIDUOUS TREESGMS8ACER SACCHARUM 'PNI 0285' / GREEN MOUNTAIN® SUGAR MAPLE2.5" CALAS SHOWNH 40`-60` W 30`-40`AGG7GINKGO BILOBA 'AUTUMN GOLD' / AUTUMN GOLD GINKGO2.5" CALAS SHOWNH 30`-40` W 20`-30`SUH5GLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' / SUNBURST® HONEY LOCUST2.5" CALAS SHOWNH 30`-50` W 25`-30`BUR5QUERCUS MACROCARPA / BUR OAK2.5" CALAS SHOWNH 50-60` W 50-60`ANNUALS/PERENNIALSHRD12HEMEROCALLIS X 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY#1 CONT.24" O.C.H 18-22" W 24-30"CONIFEROUS SHRUBSANJ3JUNIPERUS HORIZONTALIS 'ANDORRA' / ANDORRA JUNIPER#5 CONT.4`-0" O.C.H 2-3` W 3-4`DECIDUOUS SHRUBAFD24CORNUS SERICEA 'FARROW' / ARCTIC FIRE® RED TWIG DOGWOOD#5 CONT.4`-0" O.C.H 3-5` W 3-5`ANH19HYDRANGEA ARBORESCENS 'ANNABELLE' / ANNABELLE HYDRANGEA#5 CONT.4`-0" O.C.H 3-5` W 3-5`BUR5QUERCUS MACROCARPA / BUR OAK2.5" CALAS SHOWNH 50-60` W 50-60`ANNUALS/PERENNIALSHRD12HEMEROCALLIS X 'HAPPY RETURNS' / HAPPY RETURNS DAYLILY#1 CONT.24" O.C.H 18-22" W 24-30"ANH19HYDRANGEA ARBORESCENS 'ANNABELLE' / ANNABELLE HYDRANGEA#5 CONT.4`-0" O.C.H 3-5` W 3-5`GRASSESKFG10CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS#1 CONT3`-0" O.C.H 4-5` W 2-3`PDS15SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1 CONT.24" O.C.H 2-3` W 2-3`SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076PL01.DWG 08/29/2024HOPE HOUSE EXPANSIONL100 EXCELSIOR, MN HOPE HOUSE EXPANSIONLANDSCAPE PLAN 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.00ASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)ALANDSCAPE KEYNOTESLANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEPERENNIALSEDGEROVERSTORY CONIFEROUS TREE·It is a policy of the City of Chanhassen to protect the integrity of the natural environment through the preservation, protection, and planting of trees. The city finds thattrees provide many benefits including: stabilization of the soil by the prevention of erosion and sedimentation, reduction of stormwater runoff and the costs associatedtherewith, improvement of air quality, reduction of noise pollution, control of urban heat island effect, protection and increase of property values, protection of privacy,energy conservation through natural insulation, control of drainage and restoration of denuded soil subsequent to construction and grading, protection from severeweather, providing habitat for birds and other wildlife, conservation and enhancement of city's physical and aesthetic environment, reforestation of open lands, andgeneral protection and enhancement of the quality of life and general welfare of the city. It is therefore the purpose of this section to provide regulations related to thecutting, removal, or killing of trees on construction and development sites and to ensure the protection and preservation of the natural environment and beauty of theCity of Chanhassen.·Prior to the submittal of development plans, a tree survey of the site shall be prepared by a registered landscape architect, licensed forester, or other professionalapproved by the city. The tree survey shall reflect conditions on site at the time of submittal, or shall have been reviewed and updated no more than two years prior tothe submittal date. This survey shall include the species, DBH size, condition, location of all trees over ten inches in diameter and any damaged or diseased trees on site.All significant special, damaged or diseased trees shall be tagged and identified by number on the survey. A delineation of the existing canopy coverage area(s) whichoutlines all areas covered by tree canopy shall be included as part of the survey. Additionally, all damaged and diseased trees shall be cataloged with the nature andextent of any damage or disease specified.···Based on this survey and either site observation and measurement or a current aerial photograph (taken within one year of the date of plan submittal)interpretation, the following shall be calculated:·Base line canopy coverage.·Minimum canopy coverage requirements.····The following table shall be used to determine the minimum amount of canopy coverage that must be maintained or provided on-site as part ofthe development. It shall represent the minimum canopy coverage, consisting of existing tree canopy and/or additional trees required for the site.Existing wetland areas, bluff areas, and dedicated park land located on site shall be excluded from the calculation of site area in the determinationof site coverage. If a forested area is to be dedicated to the city for park land, then this area shall not be included in the base line canopy coveragearea calculation nor shall it count towards the minimum canopy coverage for the site. Base Line Canopy Coverage Per AcreComprehensive Plan Designation80—100%60—79%40—59%20—39%19% or lessCommercial/industrial/institutional28%25%20%14%10%High density residential35%30%25%20%15%Medium density residential40%35%30%25%20%Low density residential55%46%35%30%25%Large lot residential68%56%43%35%25%Base line canopy coverage is the canopy coverage existing at the time the development application is filed with the city. Minimum canopy coverage is determined by usingthe matrix.1.Priority shall be given to retaining stands of trees and undisturbed wooded lands over individual specimen trees that will be incorporated into the development. Nomore than ten percent of the canopy retention requirement may be met by an individual tree that is not included within a designated woodland area.2.For developments that do not meet the minimum canopy coverage, the developer shall be required to develop a forestation plan to bring the total canopy coverageup to the minimum requirement. Where existing woodlands are removed or there is a loss of trees that would otherwise be used to meet the canopy coverageretention requirement, the developer shall develop a woodland replacement plan. The replacement plan must designate an area at least one and two-tenths (1.2) timesthe removed canopy coverage area that shall be planted with replacement trees for those removed. These plans shall locate additional trees either as a continuation ofexisting stands of trees that are to be preserved or create new stands of trees in desirable locations such as along roadway corridors, on the north and west perimetersof the development, in common open areas, or adjacent to park facilities.3.The following criteria shall be followed in establishing minimum canopy coverage:3.1.When planting trees, one tree shall be deemed to provide 1,089 square feet of required canopy coverage;3.2.Trees must be from the approved list of desirable species (preference given for trees designated as native);3.3.No more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30percent of trees from any one family;3.4.Overstory trees shall be at least 2½-inch caliper and understory trees shall be a minimum of 1½-inch caliper;3.5.Conifer trees shall be a minimum of six feet in height;3.6.Plant materials used for the reforestation shall be of a similar species as vegetation found on-site;3.7.Trees shall be used that are appropriate to the soil conditions found on site;3.8.Trees shall be from certified nursery stock as defined and controlled by M.S. §§ 18.44 through 18.61, the Plant Pest Act; and3.9.Not less than 75 percent of the total trees required shall be overstory species.LANDSCAPE SUMMARYABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTERQTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULEBASE LINE CANOPY COVERAGE: 23,746 SFPERCENT CANOPY COVERAGE:25.5%(23,746/93,218.4= .2547)REQUIRED CANOPY COVERAGE:32,627 SF(93,218.4*.35= 32626.44)CANOPY COVERAGE SHORTAGE:8,881 SF(32,627-23,746=8,881)TREES REQUIRED:9(8,881/1,089= 8.155)TREES PROVIDED:20PROVIDED CANOPY COVERAGE: 45,526 SF(20*1,089=21780+23,746)90 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0032076.00\DWG\CIVIL\0032076PL01.DWG 08/29/2024HOPE HOUSE EXPANSIONL101 EXCELSIOR, MN HOPE HOUSE EXPANSION LANDSCAPE NOTES + DETAILS 3121 WESTWOOD DRIVE EXCELSIOR, MN 55331 WESTWOOD CHURCH EJK GAB EJK/DJW 08/29/2024PRELIMINARY DOCUMENTS© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0032076.001.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTSOR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSIONOF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONEYEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADESHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALSIF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOPOF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TOTHE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOTCOLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAKAPART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POORBRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIORTO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEEDOF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECTTOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGERTHAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS,AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUBPLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDEDHARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL ANDORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TOBE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. MULCH TOMATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGINGOR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES ANDSTAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD ATGRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOREDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATESEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDSTO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).19.BOULDERS TO BE FIELDSTONE BOULDERS, SIZED BETWEEN 36"-48" IN BOTH WIDTH AND HEIGHT.BOULDERS AVAILABLE FROM ROCK HARD LANDSCAPE SUPPLY,www.rockhardlandscapesupply.com/, 952.207.4456.20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOTISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES ANDSHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OFLAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE.SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOTSPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILDBY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMALPROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRSTYEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR.ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.22.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT ISFULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDEWATER FOR CONTRACTOR.23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREASADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.91 X1REVISIONSBYDESIGN and DRAFTING BY: PHONE: 763.757.5997 ANDOVER, MINNESOTA WWW.CROIXDESIGN.COM ARCHITECTURAL DESIGN and DRAFTING SERVICE HOME PALN SERVICE CUSTOM HOMES REMODELING 92 XX93 XX94 XX95 Project: Conditional Use Permit and Site Plan Review Application for Open Hands Foundation’s Expansion of the Hope House (Planning Case 2024-16) Planning Commission Review Date: September 17, 2024 City Council Review Date: September 23, 2024 60 Day Action Deadline: October 1, 2024 Drafted By: Rachel Jeske, Planner Eric Maass, Community Development Director Joe Seidl, Water Resources Engineer Erik Henricksen, Project Engineer Staff Report Date: September 13, 2024 SUMMARY OF REQUEST: The applicant is requesting a Conditional Use Permit and site plan approval for a group home located at 3010 W 78th Street. This proposal encompasses a 5,100 square foot addition to an existing 2,800 square foot group home. STAFF RECOMMENDATION: Staff recommends approval of the requested Conditional Use Permit and Site Plan subject to the conditions listed in the staff report. PROPOSED MOTIONS: “The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home located at 3010 W 78th Street, Excelsior, MN and adopts the attached Findings of Fact and decision.” 96 Hope House September 13, 2024 Page 2 of 14 LOCATION: 3010 78th Street, Excelsior, MN 55331 (Subject Property) APPLICANT/OWNER: Open Hands Foundation & Westwood Church CURRENT ZONING: Rural Residential (RR) 2040 LAND USE PLAN: Residential Low Density ACREAGE: 1.06 Acres LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The city’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 0.25 miles. APPLICABLE REGULATIONS Chapter 20, Division 20-IV-2, Conditional Use Permits. Chapter 20, Division 20-IV-3, Section 20-261 Group Homes Chapter 20, Article 20-XI, “RR” Rural Residential District BACKGRO UND The property is located on the northwest corner of Highway 41 and West 78th Street. The property is run by the Open Hands Foundation, which is a nonprofit organization established by Westwood Community Church. Open Hands Foundation has run a permitted group home called the Hope House on this site since 2015. Hope House is the only 24/7/356 emergency teen shelter in the southwest metro but can currently only serve up to six teens at a time. Hope House is requesting a Conditional Use Permit and building expansion which would allow them to serve up to 8 youth at a time. The goal of this expansion is to serve more youth in the community, as Hope House is currently turning away nearly twice as many youths as they are serving due to their maximum capacity. GENERAL CONDITIONAL USE PERMIT AND SITE PLAN 97 Hope House September 13, 2024 Page 3 of 14 The applicant is requesting a Conditional Use Permit and a Site Plan Review to construct a group home with a capacity of up to 8 persons. The city’s Zoning Ordinance allows group homes for up to 16 persons in the Rural Residential District (RR) subject to the approval of a Conditional Use Permit by the City Council. In reviewing conditional use permit requests, the Planning Commission must consider possible adverse effects of the use. The city requires that all conditional uses meet the following issuance standards: a) Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. b) Will be consistent with the objectives of the city's comprehensive plan and this chapter. c) Will be designed, constructed, operated, and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d) Will not be hazardous or disturbing to existing or planned neighboring uses. e) Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems, and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f) Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) Will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property, or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h) Will have vehicular approaches to the property that do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i) Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j) Will be aesthetically compatible with the area. k) Will not depreciate surrounding property values. l) Will meet standards prescribed for certain uses as provided in this article. The following constitutes our findings: 98 Hope House September 13, 2024 Page 4 of 14 The expansion of an existing group home at this location should not be injurious to the use and enjoyment of surrounding properties, as the proposed site is directly adjacent to Highway 41, and W 78th Street and then is adjacent to the Westwood Community Church campus to the west and to the north. The property includes significant screening and the proposed structure matches the aesthetics of the surrounding single-family neighborhoods. This project is consistent with the objectives of the comprehensive plan which guides this property for low-density residential. Further, the proposed development should not endanger the public health or safety if the conditions attached to the permit and building code requirements are adhered to. No additional traffic congestion will be generated by this project as access will continue to be a right-in and right-out and there is not anticipated to be an increase in vehicle traffic. Staff has issued a building permit for the extension of utilities to the Hope House site as well as the demolition of the existing septic system. This site will be adequately served by public facilities and services. The sanitary sewer and water service utilities work would be completed with or without this requested CUP. Prior to approval, landscaping and stormwater management plans shall be updated to meet all staff conditions. By meeting these requirements, natural aspects of the site will be maintained and no impacts will be made on surrounding properties. ARCHITECTURE The Chanhassen City Code does not have architectural design standards for single-family residential zoning districts. This project is subject to the design requirements of site plan and conditional use permit approval. Site plan approval requires that “Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses.” The design standard for group homes as a conditional use requires “Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area.” 99 Hope House September 13, 2024 Page 5 of 14 The proposed building expansion is planned to match the character of the original Hope House, which runs out of a converted single-family home. The expansion mimics this style through the use of matching siding, a pitched roof, a covered front stoop, a rear walk-out area, and consistent use of windows on all exterior elevations. A complete list of building materials and colors must be provided to staff to verify compatibility with the existing building and the surrounding neighborhood. PARKING 100 Hope House September 13, 2024 Page 6 of 14 City Code does not explicitly list parking requirements for group homes. Staff finds the most comparable use to be a hospital or nursing home. The standard for those uses is one parking space for every two beds, plus one space for each employee on the largest single shift. The issuance of the Conditional Use Permit would allow up to 8 beds and there are 2 employees on the largest shift, therefore 6 parking stalls are required by City Code. This project proposes 13 parking stalls which exceeds the required amount. A circular driveway is planned around the building expansion for staff, client, and fire access. Approvals shall be conditioned on a lot line adjustment between 3010 W 78th Street (Hope House) and 3120 Westwood Drive (Westwood Church) to ensure that all improvements are occurring on the subject property. LANDSCAPING An existing tree inventory and landscaping plan was provided with the plan set. A detailed tree removal plan will need to be provided to verify that the replanting requirements are being met. The plant schedule must be updated to meet the city’s diversity requirements. No more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. LIGHTING One light pole is proposed for the western parking lot. Prior to City Council review, additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site. Lighting fixtures are required to have a cut-off angle of up to 90 degrees to prevent light from traveling onto adjacent properties. SIGNAGE No new advertising signage or identification of any kind has been proposed with this project. Any future signage will require a sign permit application. UTILITIES & STREETS The applicant is extending city water and sewer to the subject property though the adjacent Westwood Church property. Utility extension and septic demolition permits have already been approved by the city. The one existing access point is proposed to remain on W 78th Street. No additional traffic congestion will be generated by this project as access will continue to be a right-in and right-out and there is not anticipated to be an increase in vehicle traffic. 101 Hope House September 13, 2024 Page 7 of 14 GRADING/DRAINAGE The existing Hope House site consists of a building, parking area, and driveway located along a local high point within the Lake Minnewashta sub watershed. Current runoff sheet flows to either to the northwest into an existing wetland, south onto the 78th St ROW, or northeast into an offsite wooded area owned by the City of Chanhassen. This project proposes constructing new impervious areas in the form of an expanded building and additional driveway/parking surfaces. Two filtration basins are proposed to provide water quality and rate control for the site. The southern basin outlets to the west and the northern basin outlets to the northeast. The proposed drainage design mimics the existing drainage patterns of the site. Significant portions of the site produce runoff from impervious surfaces that do not route through BMPs and therefore would not be treated. Standard practice is to route impervious surface water through BMPs to the maximum extent practicable. There appears to be sufficient site area to reconfigure the BMPs or add additional storm sewers to optimize the stormwater design. All onsite storm sewer and BMPs within the Hope House property will be privately owned and maintained. EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES) Construction Permit. A stormwater pollution prevention plan (SWPPP) and associated Erosion and Sediment Control Plan (ESCP) were included in the submitted plans and were reviewed by staff. The applicant shall update the SWPPP and ESCP to address staff comments. A staff-approved SWPPP and ESCP is required. All erosion control practices shall be installed and inspected by city staff prior to initiation of site grading activities. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Minnehaha Creek Watershed District (MCWD) and is therefore 102 Hope House September 13, 2024 Page 8 of 14 subject to the watershed’s rules and regulations. A Stormwater Management Report dated August 23, 2024, was submitted by the applicant to the City. The site is within MCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all impervious area onsite. Soil borings were submitted with the overall development review dated December 14, 2022. Based on the soil borings showing clay soils throughout the site, infiltration was deemed infeasible and filtration BMPs were selected as an alternative, in line with MCWD sequencing. There are 0.54 acres of total impervious across the site, requiring 2,156 cubic feet of water quality volume. The site is proposing 2,895 cubic feet of filtration basin volume. Conditional approval from the MCWD should be provided as part of future submittals to ensure that the design meets all applicable stormwater regulations. Water quality modeling was not provided, so pollutant removals cannot be confirmed to be in line with city requirements (60% TP and 90% TSS removals). Additionally, only 37% of site impervious drains to a BMP, reducing total potential treated TP and TSS. Water quality modeling (MIDS, P8, etc.) shall be provided to confirm compliance with city standards. The Stormwater Memo and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide a final version of the Stormwater Management Report and all modeling to address remaining comments and confirm rate, volume, and water quality requirements are met as part of the final site plan approval. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the city requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD HWL modeling results and the submitted grading plan, both the existing and proposed buildings adjacent to the southern filtration basin do not meet this freeboard requirement. Additionally, there is less than 1 foot of freeboard between the building elevations and the southern filtration basin emergency overflow. Grading and/or BMP design shall be modified to meet city freeboard requirements. The applicant shall revise the design and provide additional information in the Stormwater Management Report to outline how the proposed design meets freeboard requirements. The proposed BMPs and storm sewer are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out. The proposed BMPs shall be placed outside of drainage and utility easements unless approved by the City Engineer. The Stormwater O&M plan shall be recorded concurrently with the site plan. MISCELLANEOUS 103 Hope House September 13, 2024 Page 9 of 14 RR Existing Proposed Lot Area 2.5 acres 1.06 acres 2.14 acres Hardcover 30% 33.8% 25.3% Lot Width 200 ft 246.5 ft 361 ft Lot Depth 200 ft 191 ft 264 ft Front Setback 50 ft 76 ft 76 ft Side Setback (East) 10 ft 113 ft 113 ft Side Setback (West) 10 ft 106 ft 167 ft Rear Setback 50 ft 46 ft 106 ft The proposed lot calculations show the dimensions of the lot after the lot line adjustment occurs as a condition of approval for the Conditional Use Permit. The lot line adjustment decreases the existing nonconformity for lot area. Staff finds that the applicant has met the general standards for all conditional uses and the standards for group homes. The applicant shall provide the city with a copy of their updated State of Minnesota license once obtained. ANALYSIS Site Plan Findings In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: 1. Consistency with the elements and objectives of the city's development guides, including the Comprehensive Plan, official road mapping, and other plans that may be adopted; 2. Consistency with this division; 104 Hope House September 13, 2024 Page 10 of 14 3. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; 4. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; 5. Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors, and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors, and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives, and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic, and arrangement and amount of parking. 6. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air, and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed project is consistent with the design requirements, the Comprehensive Plan, the Zoning Ordinance, and the Site Plan Review requirements. The site design is compatible with its surroundings. Conditional Use Permit Findings When approving a Conditional Use Permit, the city must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: 1. Will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 105 Hope House September 13, 2024 Page 11 of 14 Finding: The proposed project will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 2. Will be consistent with the objectives of the city's Comprehensive Plan and this chapter. Finding: The proposed use is consistent with the city’s Comprehensive Plan and complies with city ordinance requirements. 3. Will be designed, constructed, operated, and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The proposed project complies with city ordinance requirements. The project architecture maintains the character of the surrounding single-family neighborhoods. 4. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The proposed project will not be hazardous to existing or planned neighboring uses and will be designed and constructed to meet all code requirements. 5. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems, and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The proposed project will be served adequately by essential public facilities and services. 6. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The proposed project will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. 7. Will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The proposed project should not create conditions that are detrimental to any persons, property, or the general welfare of the community. 8. Will have vehicular approaches to the property that do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. 106 Hope House September 13, 2024 Page 12 of 14 Finding: The proposed project will not interfere with traffic circulation and will use existing site access. 9. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: The proposed project will not destroy or damage natural, scenic, or historic features. 10. Will be aesthetically compatible with the area. Finding: The proposed project will be aesthetically compatible with the area as it will continue to resemble a single-family home. 11. Will not depreciate surrounding property values. Finding: The proposed project should not depreciate surrounding property values. 12. Will meet standards prescribed for certain uses as provided in this article. Finding: The proposed project will meet standards established for group homes. RECOMMENDATION Staff recommends the Planning Commission adopt the following motion: "The Chanhassen Planning Commission recommends the City Council approves the Conditional Use Permit with the conditions as presented and the site plan for the construction of a group home with a capacity up to 8 persons located at 3010 W 78th Street, Excelsior, MN, and adopts the attached Findings of Fact and decision.” STAFF CONDITIONS Planning 1. The project shall comply with the requirements in SECTION 20-261. GROUP HOMES of the Zoning Ordinance. 2. The group home shall be limited to a maximum occupancy of eight persons. 3. The applicant must complete a lot line adjustment so that all improvements associated with Hope House exist on the same property, located at 3010 W 78th Street, Chanhassen, MN prior to the conditional use permit being recorded. 107 Hope House September 13, 2024 Page 13 of 14 4. The applicant must submit a copy of their updated state group home license to the city once it is received. 5. The Site Development Summary must be updated to show standards for the Chanhassen City Code and the Rural Residential zoning district. 6. Additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site. Exterior lighting shall have a cut-off angle no greater than 90 degrees. Forestry 1. Applicant must update the tree inventory to reflect which trees will be removed and which trees will be saved. 2. Applicant must install tree protection fencing outside of the dripline of trees that are to be preserved prior to construction. Silt fencing should not be installed within the dripline of preserved trees wherever possible. 3. Applicant must include buffer yard calculations in accordance with Chapter 20 Sec 20-1176 on the landscape plan. 4. Applicant must update the plant schedule to reflect city diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. 5. Applicant must update the landscape legend to indicate which species are being planted in which location. 6. Applicant must update the landscape summary to include the canopy coverage that is being preserved and update the number of trees provided to match the number of trees in the plant schedule. Engineering 1. The developer shall enter into a site plan agreement with the City and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded prior to or concurrently with the site plan agreement. Water Resources 108 Hope House September 13, 2024 Page 14 of 14 1. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 2. The developer and their Engineer shall work with City staff in amending the construction plans, dated August 29, 2024 prepared by David Bade, PE with Westwood Professional Services, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. 3. Water quality modeling shall be provided to confirm the site meets the City’s water quality requirements of 60% TP and 90% TSS removal. Water quality modeling shall be approved by staff prior to recording of the site plan agreement 4. The applicant shall update modeling per City and any watershed district comments and submit updated computations and models in their native forms with the final site plan submittal and final construction plans. Any future submittals shall receive conditional approval from the watershed district prior to city staff review. 5. The applicant shall update the design and SWMP to meet the city’s freeboard requirement. Freeboard requirements shall be approved by staff prior to recording of the site plan agreement. 6. An Operations and Maintenance plan for all proposed BMPs and private stormwater infrastructure including the inspection frequency, maintenance schedule, and responsible party shall be submitted for review. A staff-approved stormwater Operations and Maintenance Agreement shall be recorded concurrently with the site plan agreement. Building 1. A building permit must be obtained before beginning any construction. 2. The building must comply with State of Minnesota standards for group homes. Fire 1. The new addition and original home will need to have a full fire sprinkler system installed. 2. The new addition and original home will require a full fire alarm system. 3. The driveway will need to be able to support the heaviest fire apparatus. 4. A turnaround will need to be provided for the largest fire apparatus (ladder truck). 5. A turn radius study is to be completed for the largest fire apparatus (ladder truck). 6. The development will need to add a fire lock box to the building (Knox Box). 109 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Open Hands Foundation for a Conditional Use Permit approval for a Group Home for 7 to 16 persons – Planning Case 2024-16. On September 17, 2024, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Open Hands Foundation for a Conditional Use Permit and Site Plan approval for the property legally described as follows: Commencing at the southeast corner of the Northwest Quarter of the Southwest Quarter (NW ¼ of SW ¼) of Section 9, Township 116 North, Range 23 West; thence 225 feet West to a point; thence 90 degrees North for a distance of 300 feet to a point; thence 90 degrees East for a distance of 225 feet to a point; thence 90 degrees South for a distance of 300 feet to the point of beginning. The Planning Commission conducted a public hearing on the proposed conditional use and site plan that was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following findings: FINDINGS OF FACT 1. Permit. On August 8, 2024, the city received a completed land use application for the property legally described above (“Property”), requesting a conditional use permit for a Group Home on the Property. 2. Property. The Property is currently zoned Rural Residential (RR). The Property is guided by the 2040 Land Use Plan for Low Density Residential. Group Homes with a capacity up to 16 persons are considered a Conditional Use within the Rural Residential (RR) zoning district. 3. Conditions. The permit is issued subject to the following conditions: Planning 1. The project shall comply with the requirements in SECTION 20-261. GROUP HOMES of the Zoning Ordinance. 2. The group home shall be limited to a maximum occupancy of eight persons. 3. The applicant must complete a lot line adjustment so that all improvements associated with Hope House exist on the same property, located at 3010 W 78th Street, Chanhassen, MN prior to the conditional use permit being recorded. 110 2 4. The applicant must submit a copy of their updated state group home license to the city once it is received. 5. The Site Development Summary must be updated to show standards for Chanhassen City Code and the Rural Residential zoning district. 6. Additional lighting locations as well as the proposed lighting styles and a photometric plan must be provided for the entire site and exterior lighting shall be required to have cut-off angle of no greater than 90 degrees. Forestry 1. Applicant must update the tree inventory to reflect which trees will be removed and which trees will be saved. 2. Applicant must install tree protection fencing outside of the dripline of trees that are to be preserved prior to construction. Silt fencing should not be installed within the dripline of preserved trees wherever possible. 3. Applicant must include buffer yard calculations in accordance with Chapter 20 Sec 20- 1176 on the landscape plan. 4. Applicant must update the plant schedule to reflect city diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. 5. Applicant must update the landscape legend to indicate which species are being planted in which location. 6. Applicant must update the landscape summary to include the canopy coverage that is being preserved and update the number of trees provided to match the number of trees in the plant schedule. Engineering 1. The developer shall enter into a site plan agreement with the city and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded prior to or concurrently with the site plan agreement. Water Resources 1. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, MCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 111 3 2. The developer and their Engineer shall work with city staff in amending the construction plans, dated August 29, 2024 prepared by David Bade, PE with Westwood Professional Services, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. 3. Water quality modeling shall be provided to confirm the site meets the city’s water quality requirements of 60% TP and 90% TSS removal. Water quality modeling shall be approved by staff prior to recording of the site plan agreement 4. The applicant shall update modeling per city and any watershed district comments and submit updated computations and models in their native forms with the final site plan submittal and final construction plans. Any future submittals shall receive conditional approval from the watershed district prior to city staff review. 5. The applicant shall update the design and SWMP to meet city’s freeboard requirement. Freeboard requirements shall be approved by staff prior to recording of the site plan agreement. 6. An Operations and Maintenance plan for all proposed BMPs and private stormwater infrastructure including the inspection frequency, maintenance schedule, and responsible party shall be submitted for review. A staff-approved stormwater Operations and Maintenance Agreement shall be recorded concurrently with the site plan agreement. Building 1. A building permit must be obtained before beginning any construction. 2. Building must comply with State of Minnesota standards for group homes. Fire 1. The new addition and original home will need to have a full fire sprinkler system installed. 2. Will also require a full fire alarm system. 3. Driveway will need to be able to support our heaviest fire apparatus. 4. A turnaround will need to be provided for our largest fire apparatus (ladder truck). 5. A turn radius study is to be completed for our largest fire apparatus (ladder truck). 6. Will need to add a fire lock box to building (Knox Box). 4. Termination of Permit. The city may revoke the permit following a public hearing for violation of the terms of this permit. The city may institute any proper action or proceeding at law or at equity to prevent violations of the within property, to restrain or abate violations of the within permit, or to prevent use or occupancy of the Subject Property. 112 4 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. RECOMMENDATION The Planning Commission recommends that the City Council approves the proposed conditional use permit based on the findings of fact included herein, and subject to the conditions of the staff report. ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chair 113 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COL]NTY OF CARVER ) I, Jenny Potter, being first duly swom, on oath deposes that she is and was on September 5, 2024, the duly qualified and acting City Clerk ofthe City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice consider a request for a conditional use permit and site plan review to expand Hope House to serae seven to sixteen youth on the property located at 3010 W 78th Street. Zoned Rural Residential (RR). Owner: Westwood Church, Applicant: Open Hands Foundation to the persons named on attached Exhibit "A", by enclosing a copy ofsaid notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. Jenny er.City Clerk Subscribed and swom to before me this j> day of h AMY K. WEIDMAN Notary Public-MinnesotaNotarv Public ,2024 My Commlldon Erplr.6 J.n 3l ,2021 114 Tax name Tax add l1 Tax add l2 7758 ARBOETUM LLC 4917 VINE HILL RD EXCELSIOR, MN 55331- AARON DONNELLY MARTIN 7643 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317- AARON LANGE 2786 CENTURY CIR CHANHASSEN, MN 55317- AIDAN SCHELLER 7740 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- AIMEE MELIGY 7778 ARBORETUM VILLAGE CIR #14 CHANHASSEN, MN 55317- AKPOVI OBAKPONOVWE 7768 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- ALBERT J CROWTHER 2970 VILLAGE CT CHANHASSEN, MN 55317-4428 ALFONSO CORREA-LAPHAM & CHRISTINE M CORR 2828 CENTURY TRL CHANHASSEN, MN 55317-4420 ALICE WINEBRENNER 7793 VILLAGE PL CHANHASSEN, MN 55317- ALLEN K JR & JENNIFER R LARSON 21125 RADISSON RD SHOREWOOD, MN 55331-9189 ALLEN R & CATHERINE L LARSON 2750 CENTURY TRL CHANHASSEN, MN 55317-4417 ALTURA HOLDINGS SPE I LLC 7280 KURVERS POINT RD CHANHASSEN, MN 55317- ALYCIA D GLOVER 7672 CENTURY BLVD CHANHASSEN, MN 55317- AMELIA R MAY 7790 VILLAGE PL 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55331- RUTH L LAUFENBURGER 2824 CENTURY TRL CHANHASSEN, MN 55317-4420 RUTH WEIBY 2778 CENTURY CIR CHANHASSEN, MN 55317- RYAN FLYNN 2837 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317-4436 RYAN HANLON 7628 CENTURY CT CHANHASSEN, MN 55317- RYAN L BOUILLETTE 2815 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317-4436 RYAN STINSON 3360 W 78TH ST EXCELSIOR, MN 55331- RYAN THOMAS MCGRAIL 2988 VILLAGE LN CHANHASSEN, MN 55317-4429 RYAN WORK 1700 BASSWOOD CT CARVER, MN 55315-5000 SARA NIELSEN 7648 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317-4424 SARAH L LAABS 7645 CENTURY BLVD CHANHASSEN, MN 55317- SARAH M MILLER 7715 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SCOTT ANDREW KIEL 2839 COACH CT CHANHASSEN, MN 55317- 123 SCOTT LUHMAN 7659 ARBORETUM VILLAGE LN CHANHASSEN, MN 55317- SCOTT RADTKE 7787 VILLAGE PL CHANHASSEN, MN 55317- SEEDA LLC 229 MINNETONKA AVE S # 286 WAYZATA, MN 55391- SHARON MENSAH 7767 VILLAGE ST CHANHASSEN, MN 55317- SHAWN ENGSTROM 2831 COACH LN CHANHASSEN, MN 55317- SHELLEY MILLESS 7752 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SHIRLEY MCLAUGHLIN 7705 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- SINCLAIR JAY HEINE 7653 CENTURY BLVD CHANHASSEN, MN 55317-4415 SOFIA XOCHITL CERRITOS RAMIREZ 7778 VILLAGE PL CHANHASSEN, MN 55317-4430 SRIRAM NATARAJAN 7581 BEACON CT EXCELSIOR, MN 55331-4554 STANISLOV MORGOVSKY 1225 LIMESTONE DR S SHAKOPEE, MN 55379- STEPHANIE DANIEL 7706 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4426 STEPHANIE M WATFORD 2830 COACH LN CHANHASSEN, MN 55317-4434 STEVEN THOM 7634 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4421 STEVEN W RABY 7621 CENTURY CT CHANHASSEN, MN 55317-4419 STEVEN WENTZEL 7633 CENTURY BLVD CHANHASSEN, MN 55317- SURESH PARAMASIVAM 2024 SCHOOLMASTER DR CHASKA, MN 55318-1581 SUSAN J ISCHE 7770 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317-4426 SUSAN L CARLSON 2832 CENTURY TR CHANHASSEN, MN 55317-4420 SUSAN M QUICKSTAD LIVING TRUST 2950 HIGHWOOD DR CHANHASSEN, MN 55317-4438 SUZANNE M ZADRA 2943 VILLAGE CIR CHANHASSEN, MN 55317-4427 SYLVIA DAMPTEY 456 RIDGE CT CHASKA, MN 55318-2813 TAMI STORDAHL 7664 CENTURY BLVD CHANHASSEN, MN 55317-4415 TAMMY A EBELING 7652 CENTURY BLVD CHANHASSEN, MN 55317-4415 TAMMY M MONTE 7625 CENTURY BLVD CHANHASSEN, MN 55317-4415 TANNER WARNER 2877 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- TERESA L MARTELL REV INTERVIVOS TRUST 2794 CENTURY CIR CHANHASSEN, MN 55317-4416 TERRI LYNN SCHEURICH 7644 CENTURY CT CHANHASSEN, MN 55317-4419 THE ARBORS HOMEOWNERS ASSN 7561 BEACON CT W EXCELSIOR, MN 55331- THE BEUCLER LIVING TRUST 2930 HIGHWOOD DR CHANHASSEN, MN 55317- THE CHARLES J SOLHEID LIVING TRUST 17351 BARBERRY CIR EDEN PRAIRIE, MN 55346- THE DZUNG NGOC NGUYEN FAMILY TRUST 7710 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- THE JENSEN FAMILY TRUST 2770 CENTURY CIR CHANHASSEN, MN 55317- TODD J URBAN 2947 VILLAGE CIR CHANHASSEN, MN 55317-4427 124 TODD M & MARY B BERTELSON 6155 DEER RDG EXCELSIOR, MN 55331-3266 TODD M STOFFEL 9293 DARTMOUTH AVE EDEN PRAIRIE, MN 55347-1927 TRAVIS CHRISTL 2615 PONDVIEW CURV VICTORIA, MN 55386- TRIEU NGUYEN 2865 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- TROY PETER 7714 ARBORETUM VILLAGE CIR CHANHASSEN, MN 55317- TRUNG MINH PHAM 8974 BELVEDERE DR EDEN PRAIRIE, MN 55347- VANESSA P DREWS 2818 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- VINAY REDDY PODDUTURI 7637 CENTURY BLVD CHANHASSEN, MN 55317-4415 VINH Q DO NGUYEN 6540 PINNACLE DR EDEN PRAIRIE, MN 55346-1905 VISWANATH DHYARAM 7714 COACH DR CHANHASSEN, MN 55317- WAYNE ALAN KASK 7650 ARBORETUM VILLAGE PL CHANHASSEN, MN 55317- WENDY CHRISTENSON 7681 CENTURY BLVD CHANHASSEN, MN 55317- WENYUAN LU WEBER 2752 SIMMONS CHASKA, MN 55318-1164 WESLEY L DOOLITTLE 2775 CENTURY CIR CHANHASSEN, MN 55317- WESTWOOD COMMUNITY CHURCH 3121 WESTWOOD DR EXCELSIOR, MN 55331-8044 WILLIAM COLOPOULOS JR TRUST AGREEMENT 2970 HIGHWOOD DR CHANHASSEN, MN 55317- WILLIAM G LOOMIS 7620 CENTURY CT CHANHASSEN, MN 55317-4419 WILLIAM KRAMLINGER 2849 ARBORETUM VILLAGE TRL CHANHASSEN, MN 55317- YI SUN 2763 CENTURY CIR CHANHASSEN, MN 55317- YURI FARBER 9801 34TH AVE N MINNEAPOLIS, MN 55441-2466 125 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. «Tax_name» «Tax_add_l1» «Tax_add_l2» Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. «Next Record»«Tax_name» «Tax_add_l1» «Tax_add_l2» Subject Parcel Subject Parcel 126 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for a CUP and Site Plan Review expanding Hope House to serve up to sixteen youth on the property located at 3010 W 78th Street Applicant: Open Hands Foundation Owner: Westwood Community Church Property Location: 3010 W 78th Street A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Jeske by email at rjeske@chanhassenmn.gov or by phone at 952-227-1137. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These repor ts are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm or modify wholly or partly the Planning Commission’s recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this stan dard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested perso n(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 17, 2024 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider a request for a CUP and Site Plan Review expanding Hope House to serve up to sixteen youth on the property located at 3010 W 78th Street Applicant: Open Hands Foundation Owner: Westwood Community Church Property Location: 3010 W 78th Street A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. Questions & Comments: To view project documents before the meeting, please visit the city’s proposed development webpage at: www.chanhassenmn.gov/proposeddevelopments. If you wish to talk to someone about this project, please contact Rachel Jeske by email at rjeske@chanhassenmn.gov or by phone at 952-227-1137. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city’s Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These repor ts are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will clo se the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affi rm or modify wholly or partly the Planning Commission’s recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this stan dard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested perso n(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. 127 AFFIDAYIT OF PUBLICATION STATE OF MINNESOTA ) COUNTY OF HENNEPIN CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTIGE OF PUBLIC HEARING PI.ANN!NG GASE NO.202+16 NOTICE lS HEREBY GIVEN that the Chanhassen Planning Commis- sion will hold a public hearing on Tuesday, September 17,2024, at 6:00 p.m. in the Council Chambers in Chanhassen City Hall, 77OO Mar ket Blvd. The purpose of this hear- ing is to consider a request for a CUP and Site Plan Review expand- ing Hope House to serve up to six- teen youth on the property located at 3010 W 78th Street, zoned Rural Residential (RR). Property Owner: Wbstwood Community Church, Ap- plicant: Open Hands Foundation. Project documents for this request are available lor public review on the city's website at www.chanhassenmn.gov/ oroposeddevelopments or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Rachel Jeske Planner Email: rieske@chanhassenmn.gov Phone: 952-227-1'137 Samantha DiMaggio Community Devslopment Director Email: sdimaggio@chanhassenmn.gov Phone:952-227-1148 Published in the Sun Sailor September 5, 2024 1 41 8265 ss I do solemly swear that the notice, as per the proof, was published in the edition of the SS Mtka Excelsior-Eden Prairie with the known office of issue being located in the county ol HENNEPIN with additional circulation in the counties of: HENNEPIN and has full knowledge of the facts stated below: (A) The newspaper has complied vrith all of the requirements constituting qualifica- tion as a qualified newspaper as provided by Minn. Stat. $331A.02. (B) This Public Notice was printed and pub- lished in said newspaper(s) once each week, for I successive week(s); the first insertion being on 0910512024 and the last insertion being on 0910512024. MORTGAGE FORECLOSI.]RE NOTICES Pursuant to Minnesota Stat. $580.033 relating to the publication of mortgage foreclosure notices: The newspaper complies with the conditions described in $580.033, subd. 1, clause (l) or (2). If the newspaper's known oflice of issue is located in a county adjoining the county where the mortgaged premises or some part of the mortgaged premises described in the notice are located, a substantial portion of the newspaper's circulation is in the latter Designated Subscribed and sworn to or affirmed before me on 0910512024 Notary Public Rate [nformation: (l) Lowest classified rate paid by commercial users for comparable space: $999.99 per column inch By: ffi Darlene Marie MacPherson Notary Public Minnesota Crmmission ExPires 1 /31 /2029 MY Ad ID 1418265 128