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HomeMy WebLinkAbout2021-10-26 CC Packet Enclosure Oak Park Heights Request for Council Action Meeting Date October 26th, 2021 Time Required: 5 Minutes Agenda Item Title: DRF Stillwater Dental LLC -Pre/Final Plat- Site Plan&Design Guidelines Review Park Dental Redevelopment of 13961 60th Street N. Agenda Placement New Business Originating Department/Requestor: Eric Johnson, City Administrator Requester's Signature Action Requested _Discussion, Possible Action Background/Justification(Please indicate if any previous action has been taken or if other public bodies have advised): Please see the attached from Scott Richards, City Planner 1. Planning Report—Dated October 6th, 2021 2. Approved Planning Commission Resolution—Unsigned 3. Proposed City Council Resolution. Page 47 of 112 T P 3601 Thurston Avenue N, Suite 100 Anoka, MN 66303 Phone;763.231.5840 Facsimile: 763.427.0520 TPC@PIanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: October 6, 2021 RE: Oak Park Heights - Park Dental St. Croix Valley - Preliminary/Final Plat, Site Plan/Design Standards Review - 13961 60th Street North TPC FILE: 236.02-21.08 BACKGROUND Ross Hedlund representing DRF Stillwater Dental LLC has made application to remove the existing buildings and construct a new dental clinic and office building at 13961 60th Street North. The application is for Design Guidelines/Site Plan review, and a Preliminary/Final Plat to allow the combination of three lots into one. The building is proposed to be constructed in two phases, the first, a 6,000 square foot building to be used by Park Dental - St. Croix Valley and the second phase of 3,000 square feet to include a complimentary medical, office or retail use. The site is zoned B-4, Limited Business District in which medical clinics, office and retail are a permitted use. EXHIBITS The review is based upon the following submittals: Exhibit 1: Project Narrative Exhibit 2: Title Sheet(A000) Exhibit 3: Land Title Survey Exhibit 4: Preliminary Plat Exhibit 5: Frauenshuh Addition- Final Plat Exhibit 6: Demolition Plan (C1-2) Exhibit 7: Site Plan (C2-1) Exhibit 8: Grading Plan (C3-1) Exhibit 9: SWPPP Plan (C3-2) Exhibit 10: SWPPP Notes (C3-3) Exhibit 11: Utility Plan (C4-1) Page 48 of 112 Exhibit 12: Details (C8-1) Exhibit 13: Details (C8-2) Exhibit 14: Landscape Plan (L1-1) Exhibit 15: Landscape Details (L2-1) Exhibit 16: Site Photometrics (Page M of 1) Exhibit 17: Fixture Specifications Exhibit 18: Phase 1 Construction Limits Exhibit 19: Architectural Site Plan(A040) Exhibit 20: Phase 1 Floor Plan (A200) Exhibit 21: Phase 2 Floor Plan (A201) Exhibit 22: Phase 1 Exterior Elevations (A300) Exhibit 23: Phase 2 Exterior Elevations (A301) Exhibit 24: Report of the City Engineer Exhibit 25: Report of the City Arborist Exhibit 26: Building Materials Board CITY - STANTEC - PROJECT DESCRIPTION Engineering Report Added after Ex 26. The project narrative provides the following description: The applicant is requesting approval for a Site Plan/Design Guideline Review for a replacement building that will consist of phased demolition, new construction, and sitework. The applicant is also requesting approval for a Subdivision: Major to provide for a lot combination from the existing three (3)lots into one new lot. Subdivision:Major The current property consists of three (3) parcels, PID 0502920110005, 0502920110006, and 0502920110004. The applicant is requesting to plat these three parcels into one (1) new parcel to cover the entire area in order to enable a more efficient and appealing overall development consistent with the area. Site Plan Review This 1.49-acre site and Phase I — 6,000 square foot building is being designed as a replacement medical office building to be used by Park Dental — St. Croix Valley to expand its services to the surrounding community. The uses within the building will include treatment rooms, lab, and ancillary support spaces. The Phase II— 3,000 square foot expansion is being planned for a potential expansion for a symbiotic co-tenant which may include complementary medical, office or retail users. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The proposed use is consistent with this land use designation. 2 Page 49 of 112 Zoning. The property is zoned B-4 Limited Business District. The use of the site for a medical clinic, office space or retail use is permitted in this district. Design Guideline and Site Plan review for the application is in a following section of this report. Preliminary/Final Plat. The Applicant has provided a Preliminary and Final Plat for review. The Subdivision Ordinance does not allow lot combinations of more than two lots by administrative review. The lot combination as requested for Park Dental requires a public hearing and review by the Planning Commission and City Council. The Preliminary and Final Plat comply with all subdivision requirements but are subject to review by the City Engineer and City Attorney for easements and other requirements. Site Plan. The existing site contains three buildings, all will be removed for the construction of the one building for Park Dental. The existing dental building will remain open during construction and will be removed after the new building is open for business. The two access points to 60th Street North will be reduced to one at the east side of the site. Parking for the building will be at the rear, with primary customer and employee access into the south elevation of the building. Green space and landscaping will be provided at the front of the building adjacent to 60th Street North. Setbacks. The building and parking areas are compliant with all setback requirements. Traffic Circulation/Curb Cuts. As indicated there will be one access point from 60th Steet North. The access shall be subject to approval of MnDOT. The rear parking lot is constructed with landscape islands and landscaping. The plan has been reviewed by the Fire Chief for emergency vehicle access. He has expressed concern related to turning radius for the ladder truck and is working with the Applicant to resolve any issues. The final site plan shall be subject to the review and approval of the Fire Chief for emergency vehicle access. Snow Storage. The plans do not indicate an area for snow storage. The Applicant shall indicate where the snow is to be stored. Parking. The following table provides an analysis of proposed and required parking spaces: Parking Area Required Requirements Spaces 1 per 200 SF. + 3 9,000 SF x .9 = 8100 SF/200 + 3 44 Per ordinance, the site would require 44 parking spaces. The proposed site plan indicates a total of 66 spaces of which three are ADA compliant stalls and are appropriate for this dental clinic. 3 Page 50 of 112 Landscaping. The submitted landscape plan is subject to City Arborist review and approval. Note the comments that have been made by the City Arborist in Exhibit 25. A tree inventory of existing significant trees and tree protection plan will be required. Lighting. The lighting plan indicates the locations of the parking lot light fixtures. The lighting specifications indicate that the fixtures to be used in the parking lot will be full cut off and LED. The plans do not indicate any wall mounted building fixtures. The lighting regulations limit the height from ground level to the top of the fixture at 25 feet. All light fixtures shall be required to be full cut off, compliant with the height requirements, and be consistent with Section 401.15.8.7 of the Zoning Ordinance as it relates to lighting requirements. A photometric plan has been provided that complies with the Ordinance. Trash Storage. The plans indicate a trash enclosure at the rear of the building in the parking lot. Plans for the enclosure indicate the use of brick with a corrugated metal panel gate. Mechanical Screening. Any exterior mechanical equipment, either on the roof or ground mounted will need to be screened in accordance with Section 401.15.E.10.e. of the Zoning Ordinance. The plans indicate that the roof mounted mechanical equipment will be screened with a corrugated metal screen wall. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. The City Engineer has provided comments in a separate report that is found as Exhibit 24. Storm water issues are also subject to review and approval by the Middle St. Croix Watershed Management Organization. Signage. Freestanding Sign. The plans do not indicate a freestanding sign for the site. Wall Signage. For Phase 1, the Applicant has proposed two wall signs, one on the north and the second on the south facade. The signs are 58 square feet each. Section 401.15.G.9 of the sign regulations specify the allowances for multiple occupancy buildings. The proposed sign sizes are consistent with the regulations. For Phase II, the Applicant has shown four signs, each 48 square feet for two potential tenants. The proposed signs are within the allowances for multiple occupancy buildings. Sign Illumination. The proposed plans do not indicate how the signs will be lit. Additional detail is required to review how the signs will be illuminated. The signs will be required to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. 4 Page 51 of 112 Design Guidelines Architectural Guidelines. Facade Treatments The building will be required to have a definite base, middle and top at its front, side and rear facades. The facades have significant visual interest with a mix of brick colors, building materials, and roof lines. Ground Level Expression This is a one-story building with a prominent entrance from the rear parking lot. The front of the building that will be viewed from Highway 36 has the same materials and visual interest as the rear. The height of the building is less than the 35-foot maximum requirement. Transparency The building uses glass on each façade. The transparency requirements are met with this building design. Entries The building features a prominent entry with a metal canopy and glass. Roof Design The building has a flat roof but with varying roof heights. The rooftop mechanical equipment will be completely screened with a corrugated metal screen wall. Building Materials and Colors The applicant has provided a building materials board for Planning Commission review. The building will be a combination of three colors of brick, metal panels, and glass. Franchise Architecture The building is not a franchise design. Site Design Guidelines Building Placement The proposed building has a well-defined entrance to the rear and attractive front which is visible from Highway 36. Parking Areas The parking area includes landscaped areas. Storm water Storm water will be addressed by the City Engineer. 5 Page 52 of 112 Pedestrian and Common Space The City Engineer has indicated that the existing trail along 60th Street North will need to be repaved by the Applicant with the change in location of the access. Landscaping The overall landscaping plan is a positive feature of the site. The landscape plan is subject to review and approval of the City Arborist. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utiiites/Service/Loading/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A bike rack location will need to be included on the plans. CONCLUSION I RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests for 13961 6CP Street North subject to the conditions that follow: Design Standards/Site Plan Review • Preliminary and Final Plat 1. The Preliminary and Final Plat shall be subject to review and approval of the City Engineer and City Attorney. 2. The site plan shall be subject to review and approval of the Fire Chief. 3. Access from 60th Street North shall be subject to review and approval of MnDOT. 4. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. 5. The landscape plan shall be subject to the review and approval of the City Arborist. A tree inventory of existing significant tress and tree protection plan shall be required. 6 Page 53 of 112 6. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Middle St Croix Water Management Organization. 7. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. Outdoor lighting for the parking areas shall be turned off one hour after closing, except for approved security lighting. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. All signs shall be designed to comply with the Zoning Ordinance requirements for size, number, and illumination. 10. The Planning Commission shall comment on the building design and building materials. 11. A bike rack shall be installed near the rear building entrance. Pc: Julie Hultman 7 Page 54 of 112 61( I Description of Request for DRF Stillwater Dental LLC Application )/-- . The applicant is requesting approval for a Site Plan/Design Guideline Review for a replacement building that will consist of phased demolition, new construction, and sitework. The applicant is also requesting approval for a Subdivision:Major to provide for a lot combination from the existing three (3) lots into one new lot. Subdivision: Major The current property consists of(3)three parcels, PID 0502920110005,0502920110006,and 0502920110004.The applicant is requesting to plat these three parcels into one (1) new parcel to cover the entire area in order to enable a more efficient and appealing overall development consistent with the area. Site Plan Review This 1.49 acre site and Phase I 6,000sf building is being designed as a replacement medical office building to be used by Park Dental—St.Croix Valley to expand its services to the surrounding community.The uses within the building will include treatment rooms,lab,and ancillary support spaces. The Phase II—3,000sf expansion is being planned for a potential expansion for a symbiotic co-tenant which may include complementary medical, office or retail users. Legal Desriptions Pam 1: The West One Htandred(100)feat of the East Seven Hundred T item(713)feet of the South One Hundred and one-half(100.5)feet of the North Three Hundred Twenty-five(325)feet of the Northeast lir gift Northeast Qtrarter(t#E114 NE114),Sect,Ftve(S),Township Twenty-rtinne(20)North,Range Twenty{20)West,Baytown Township,Washington County,Minnesota, Parcel 2 The West One Hundred(100)feet of the East Seven Hundred Dineen(713)feet of the North Two Hundred Twenty-four and frve tenths(224.5) feet of the Northeast Quarter of the Northeast Quarter(NE114 N€IJ4)of Section Frye(5),Tovn>ship Twenty-nine(29)North,Range Twenty (20)West,Baytown Township,Washington County,Venesota. Parcel 3: The West One Hundred{100)feet of the East Six Hundred Thirteen(613)feet of the North Three Hundred Twentyyilve(325)feet c1 the Northeast Quarter dills Northeast Quest(NE114 NE114)of limon Five(6),Township Twenty-nine(29)North,Range Twenty(20)West, Saylaum Township.Washington County,Minnesota. 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I !iii 1 , illi s gi.4: 3 il:f 1 ':iF &!1.31i 1 s 1,4,e 1J.pi, II g gtbf StEt0 lililli .r“• 70 of 112 ark De140.l d • Croix Vait eY f }1 Project Catalog Type Prepared by Notes Rate ,., 4. prr ie„/ PRV/ PRV-XL Prevail LED .,, Area/Site Luminaire 04, FievagXL Product Features PrroollInteractive Menu Product Certifications • Ordering Information page ���,yy ji °t ` DLC l�l.. 1�✓ • Mounting Details page 3 "ne11° 'f--r,, 10,13494 ]RY i1 • Optical Configurations page • Product Specifications page IP66 -ids r rEARy • Energy and Performance Data page 4 Rolls.•.,,.., • Control Options page Quick Facts • Lumen packages range from 7,100-48,600 lumens (50W-350W) • WaveLinx • Replaces 70W up to 1,000W HID equivalents • Enlighted • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85%versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevail .rNt atb. 2-3/4' — - `■■ 111 1t77Imm) J --13.15/16'1364mm]— 26.13/16'[681 mm) 1 Prevail XL Elor 17-7/8'[AS4mn[ 39-5/8'[1 tm6mm] (P COOPER Page1100011010.2 Mel Lighting Solutions qty 12,2021 3.23 PM F. Lumark PRV / PRV-XL Prevail 'l ri ring Information SAMPLE NUMBER: PRV-XL-C75.D-UNV-T4-SA-SZ Prong c.t F.11,6!1 L,yl9 tr,iir,v' Li..cu V.ol:age... Li,s'.ri6trini I Mounting(Included) Coln, PRV=Prevail Cl5•(1 LEO)7,100 Nominal Lumens O=Dioening(0-1 DV) UNV=Univeraal(120-277V) T2=Type II SA--Standard Versatile Arm Ap•&y I C25-(2 LEDs)13,100 Nominal Lumens 347.347V T3=Type III MA=Mast Arm B243ronZe C40-(2 LEDs)17,100 Nominal Lumens 480.480V1 T4=Type IV WW=Wall Mount Arm BK•Tilaek C60-(2 LIDS)20,000 Nominal Lumens T6=Type V DP-Dark Platinum GAI=Graphite Metallic PRY-XL=PrerailXL C75=(4 LED)26,100 Nominal Lumens C100.4 LEE 31,000 Nominal Lumens INH=White C125=4 LED 36,000 Nominal Lumens 0150=6 LED 41,100 Nominal Lumens C175=6 LED 40,600 Nominal Lumens Oplionu Ann in null e) i Acaxrfaanma11]r1e,3elm,a,=a')" 7030.70 CR1/3000K CCT' PRVeM-XX=Wa0 Motet IQs i 7035=700E1/3500K CCT' PRVMA-ID(•Mast Ann Moulting KO 7050=70 CAI/50008 CCT' PRVSA-XX-Standard Ann Mounting IOt' HSS=House Side Shield' PRVXLSA-XX-Standard Arm Mounting Kit(for Prevail XL)" L90=Optics Rotated 90'Leh PRVXLWM-XX•Wall Mont IOt(for Prevail XL)" R9=Optles Rotated 90'Right PRVXLMA-XL•Mast Arm Mounting Kin(for Prevail XL)" 10Kz10kV UL 1449 Fused Surge Protective Device MAI010-XX-Single Tenon Adopter for 3-112'0.0.Tenon 20MSP•20kV MDV Surge Protective Device MA1011•XX-2@180'Tenon Adapter far3-1/T 0.0.Tenon 20K-Series 2dtV UL 1449 Surge Protective Device MAI D17-XX=Single Tenon Adapter for 2.3/8'0.0.Tenon HA-50'C High Ambient Tempendore a MA1011-XX-2@180'Tenon Adapter for 2.3/8"00 Tenon PER=NEMA 3-PIN Tlvistlock PhotocanVGl Receptacle HS/VESD=Horse Side Shield ' PER7=NE3AA 7-PIN Twist(adr Photocontrol Receptacle VG8-FB=Vertical Glare Shield,FronUeack" SP82=Deeming Occupancy Sensor with Bluetooth Interface,S'-20'Mounting's VG8-SrDE=Vertical Glare Shield,Side" SPe4=Dimming Occupancy Sensor with Bkretooth Interface,21'40'Mounting u 0A/RA1013--Photocontrol Shorting Cap MSPIDIM-L12=ntegreteed Sensor for Dimming Operation,8'-12'Mounting Height,' 0A/RA1014=NEMA Photocontrol-120V MSPBIM•L30=IMegrated Sensor for Dimming Operet on,12-30'Mounting Height 4' CIA/RA/016-NEMA Photocattral-Multi-Tap 105-285V MSP412=Integrated Sensor ON/OFF Operation,0'-12 Mounting Height a. 0A/RAI201-NEMA Pholocontrol-347V MSP-130=Integrated Sensor ON/OFF Dimming Operation,12-30'Mounting Height a' OAA1A1027=NEMA Photocontrol-480V MS/DIM4.20•14otion Sensor for Dimming Operation,9'-20'Mounting Height a'i ISHH-01•Integrated Sensor Programing Remote r MSBOA-L40W-Motion Sensor for Dimming Opertion,21'-40'Mounting Height a a FSIR-l00•Wxdess Configuration Tool for Occupancy Sensor a M8-L20=Motion Sensor for ON/OFF Operation,9'-20'Mounting Height'" SWPD4-XX•WaveLina Wireless Sensor,1-15'Mounting Height'a"•" MS-L40W=Motion Sensor for ON/OFF Operation,21'-40'Mounting Height," SWPDS-XX•Wevetinx Wireless Sensor,15'-40'Mounting Height's'a'e ZD=LALI-enabled 4-PIN Tvistlo&Receptacle a'>.'a WOLC-7P-10A'WaveLinx Outdoor Control Module(T-PIN)a ZW=Wavellnxenabied 4-PIN Twistlock Receptacle A"•as SWPD4XX=WavelioxWeeksSensor,7-15'Mounting Height'.it a"." SWPDEXX•Wattelimo Wireless Sensor,15'-40 Mounting Height',"•'a".aa LWR-LW=Enlighted Wireless Sense,Wide Lens for 8'-16 Mounting Height'," LWR-1N•Enlighted Wireless Sensor,Narrow Lens for 16'-40'Mounting Height'," (See Table Below)=LumenSefe Integrated Network Security Camera"01 CC=Coaetel Construction r NOTES: 1.DetigrttgmaC srtlum'Qualified.Referto wove deaignlietts.org Qualified Products List uncle:Family Models for details. 13,Replace XX with sensor color(WH,62.0r IK). 2.Customer larapora6le for engineering enalyeh to confirm pole and finure compatibility for Refer to installation 14.Regular 4-FIN twistlodm receptacle(TO or 240 option. Instructions ant pole whine paper WP513001EN for additional support Information. 15.Enlghted wirelea sensors are factory Installed and regdre network components LWP-EM-1,LWP41W.1,and LWP-PoEI in 3.Standard 4000K CCT and 70CH, appropriate quaatitiee.See website for application information. 4.Only for use with 4500 Wye systems.Per NEC,not for use with ungrounded systems,impedance grounded syrtamsoreorner 16.Only mailable in PRV-XL configurations C75.C100,0125.C150,et C176. grounded systems(commonly known as Three Phase Three Wire Delta,Three Phase High Leg nett.and Three Phase Comer 17.Not stubble with 347V,4105,or HA options.Consult tuneable system product pages for additional details and Grounded Delta systema). compatibility Information. S.Una dedicated IES qes onpinduct website for non-standard CCTe. 16.Replace Xa with paint color. 6.Option will come hetory-Instafied.Route Side Shield not suitable with TS distribution or CMO lumen package. lg.Must orderone peropticatED when orderinga a bad-bats gable scamory(1,2,4,or 6). 7.Not available with C60 lumen pottage. 20.This tool enables edjum6aent to Integrated Sensor(MSP)pe"metern Including high and low modes,sensitivity,time delay, &Only awilatle in PRV configurations C16,C25.CIO or C60. cutoff and more.Consult your lighting representative at Cooper lighting Solutions for sore information. 0.Conoco system is not available with pholoconttol recepincle(PER or PERT)or other contra's'Wilms(MS,MSP,TW,2C or 21.This tool enable.adjustment to Notion SEISM(MS)psrametera including high and low modes,sensitivity,time delay.uyt.0 LWR). and more.Consult your lighting representative at Cooper lighting Solutions for more Information. 10.Utilizes the Wattatopper sensor FOP-211. 22,Requires 7-PIN NEMA twistionk phoocontrot receptacle(PERT)option.The WOLC-7 cunt be used fa eonjuation with other 11.Sensor passive infrared(PIR)may be overly sensitive when operating below-20'C(-4'F). canticle rystems(MS.MSP,2W,ZD or LWR),Operates on 120-947V imut voltages. 12.For the device to be 6e16'oonEigurarle,requires WAC Gateway components WAC4aoE and WPOE-120 in appropriate quantitfee. 23.Coastal oonnmction finish salt swim tented to over 5.000-boon per ASTM E117,with a awibe sling of Si perASTM 51654. oatycompatiblewithWaveLinaayatenandsoftwareandrequire'systemcomponentstob,inclinedforoperation.Seewabsite 24.Smart device with mobile applicntion required to change syntem defsuits.See controls section for Celiac for ma Wavetim application information. turns/Write Integrated Network Security Camera Technology Options(Add aa Suffix) Hraiurl Family 1 Camera Type ! Gana 6ee4dhad ._. . L•LamenSafeTechnolagy 011omeCareers 0-Celbilar,Customer Installed Slid Card E•EthemefNetworbing A=Cellula,Factory Installed AT&T SEM Card luawdaradardrer Jl V=Cellular,Factory InstalledVerizonCard S=Cellula,Factory Installed Sprint Slid Card Stock Ordering Information Product Folio'? I L-.ghl Lr:ysn'c Voltage til err lbutitxl C.lgr: rr,era rAd ., :..affig:, PRVS=Prewil C15=1 LED)7,100 Nominal Lumens UNV=Universal(120-277V) T3=Type Ill MSP/DI11-1304nttgreted Sensor fix Dimming Operation,Maximum 30'Mounting Height' C25=2 LEDs)13,1 lb Nominal Lumens 341=34711 s T4=Type IV C40=2 LEDs)}17,100 Nominal Lumens C60=2 LEDs 20,000 Nominal Lumens PRVS-XLoPrevail XL C75=(4 LED)26,1 W Nominal Lumens C100•4 LEO 31,000 Nominal Lumens C125.4 LED 35,000 Nominal Lumens C150.6 LED 41,100 Nominal Lumens C175 6 LED 48,600 Nominal Lumens NOTES: 1,M stock configurations are standard 40008/70CA,bronze finish,and include the mondani ver atle mounting arm. 2.Ont/aedeble in PAYS configurations C15,C25,C40 or COO. GOCLOtOPEnR PageAp �i3page 2 LurnarkPRV I PRV-XL Prevail Mounting Details Pole Mount Arm(PRV) Pofe Mount Arm(PRV-XL) Versatile Mount System P ;' 1-1/4'132mm] UI !I • 1-7/ 81 "[34mm16" 4g 4-718" �� [177m m1 [724mm] (124mmJ � 1 q. [t02mm1 liklio2Im" r(,I,1! m]�_ 9/16j [15mmi , Die.Hole 1] 1/2" i� 4-15/16" [3-3/4" 5-11/16" L.,-,,,„,_] [14mm] ik, —[125mm] (96mm1 (144mm] [79mm) Dia.Hole Wall Mount(PRV) Wail Mount(PRV-XL) 10 *� o� I 0 120mm] � 0781mm] -[ Li 7 O :-1203mm] 4,,,, O -1 ' MINE nm] E5-1/6, 7116" II [130mm1 Dla.Hole 3' I S. _I llim2' 2-3/8' 6" 1 176mm] 1127mm] ia. ml [80mm1 1152mm] 6" Dia.Hole —(152mm1— Mast Arm Mount(PRV) Mast Arm Mount(PRV-XL) 2-m :_I i L- mm1 [83 6" I [1533-11mm4"1 I 111 I 7-19132' 4-118" [188mm] -(104mmi' Mounting Configurations and EPAs Nom For 2 PRY'a mounted at IV,requires minimum Enquire or 4'raund pole for fixture clearance.For 2 PRV-YL's mounted at DV,requires siuimmum 4'quare or round pole for fixture clearance.Customer te responsible for engineering analysis to confirm polo and Nature compatibility for applications. Wail Mount AnnPA 02(PRV) EPA Mon1.35(�t 2 180' Arm Mount 2 EPA 1.42(PRV)90' �A Mount 63(PRA 3 e 90' Arm Maad4 90' EPA 1.12(PRV-XL) EPA 2.25(PRV-XL) EPA 2,13(PRY-XL) EPA 2.52(PRVV--XL) EPA 2.52 XL) E lij ii Ill Ontical Configurations PRV-C15 P91thC25/04O/C60 PRV-XL-C75/C100/C125 PRV-XL-0150/C175 (7,100 Nominal Lumens) (13,100/17,100/20,000 (26,100/31,000/36,300 Nominal Lumens) (41,100/48,600 Nominal Lumens) Nominal Lumens) 11 -A U ,:'i'�- icel Mil co cra au Product Specifications Cor ,ruction • Class 1 electronic drivers have expected life of - Single-piece die-cast aluminum housing 100,000 hours with<1%failure rate • Five-stage super TGIC polyester powder coat • Tethered die-cast aluminum door • 0-10V dimming driver is standard with leads paint 2.5 mil nominal thickness external to the fixture Op Shipping Data • Dark Sky Approved(3000K CCT and warmer only) Mounting • Prevail:20 lbs.(9.09 kgs.) • Precision molded polycarbonate optics • Versatile,patented,standard mount arm • Prevail XL 45 lbs.(20.41 kgs.) accommodates multiple drill patterns ranging from Electrical 1-1/2'to 4-7/8" • -40•C minimum operating temperature • A knock-out on the standard mounting arm enables • 40'C maximum operating temperature round pole mounting - >.9 power factor - Prevail:3G vibration rated • <20%total harmonic distortion • Prevail XL Mast Arm:3G vibration rated • Prevail XL Standard Arm:1.5G vibration rated (P COOPER Pagel/OW/02 Pa9e3 Lighting Solutions Apnl 12,2021 322 PM Lumark PRV I PRV-XL Prevail Energy and Performance Data Power end Lumens(PRV) View PRV IES film; Lumen Maintenance Ugh!Ln.ine Cl' L75 Cat CEG TM-21(.11men iet TheeuralL75 , Configuration Maintenance Power(Watts) 52 96 131 153 '50.000t1eur5i (HOW'S) Inert Current @ 120V(A) 0.43 0.80 1.09 1.32 Up to PRV-C60 at 25°C 91.30% 194,000 I Input Current @ 277V(A) 0.19 0.35 0A8 0.57 Up to PRV-C60 at 40°C 87.59% 134,000 Input Current @ 347V(A) 0.17 0.30 0.41 0.48 Up to PRV-XL-0175 at 25°C 91.40% 204,000 Input Current @ 480V(A) 0.12 0.22 0.30 0.35 Up to PRV-XL-0175 et 40°C 89./11% 158,000 Distribution 4000K Lumens 7,123 13,205 17,172 20,083 Type II BUG Rating B2-U0-G2 82-U0-G2 B3-U0-G3 B3-U0-G3 Lumen Multiplier 3000K Lumens 6,994 12,965 16,860 19,718 Anbibi t I um,on 1 empct.tul r Mutt 4111E4 4000K Lumens 7,111 13,183 17,144 20,050 Type III BUG Rating 81-U0-02 82-U0-G3 83-UO-G4 B3-U0-G4 10°C 1.02 3000K Lumens 6,982 12.944 16,832 19,686 15°C 1.01 4000K Lumens 7,088 13,140 17,087 19,984 25°C 1.00 Type IV BUG Rating Bl-UO-G3 B2-U0-04 B2410.04 83-U0-G5 40°C 0.99 3000K Lumens 6,959 12,901 16,777 19,621 4000K Lumens 7,576 14,045 18,264 21,360 Type V BUG Rating B3-UO-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens(PRVXL) �� View PRV-XL IES files 1 fight it ,,i, 1 17:75 1:100 C125 I 0150 C175 Power(Watts) 176 217 264 285 346 Input Current @ 120V(A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V(A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V(A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 480V(A) 0.40 0.48 0,67 0,62 0,74 Distribution 4000K Lumens 26,263 31,231 36,503 41,349 48,876 Type II BUG Rating B3-U0-G3 B3-U0-G4 B4-UD-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25.786 30.664 35.840 40,598 47,989 4000K Lumens 26,120 31,061 36,304 41,124 48,610 Type Ill BUG Rating B3-UO-G5 B3410-G5 B3•UO-G5 134U0-05 84-U0-G5 3000K Lumens 25.646 30,497 35,645 40,377 47,727 4000K Lumens 26,098 31,035 36,274 41,089 48,569 Type IV BUG Rating B3-U0-G5 B3-U0-G5 83-U0-G5 83-U0-G6 64-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 4000K Lumens 28,129 33,450 39,097 44,287 62,349 Type V BUG Rating B5-UD-G5 B5-IJO-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 GO COOPER Page1,400901411 pnge4 April 12,2G21 3:23 PM Emisk._.,.... PR1i / PRV-X . tail i Control Options 0-101/(D)The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol(PER and PERT)Photocontrol receptacles provide a flexible solution to enable"dusk-to-dawn"lighting by sensing light levels.Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle, Dimming Occupancy Sensor(SPB,MSP and MS)These sensors are factory installed in the luminaire housing.When a sensor far dimming operation(/DIM)option is selected,the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected.When activity is detected,the luminaire returns to full light output.When a sensor for ON/OFF operation is selected,the luminaire will turn off after five minutes of no activity.The SPB is factory preset to dim down to 10%power with a time delay of five minutes.To reconfigure the SPB,the Sensor Configuration application by Wattatopper for iOS and Android devices is required to change factory default dimming level,time delay,sensitivity and other parameters. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote/configuration tool for"dusk-to-dawn"control or"daylight harvesting".Note:For MSP sensors,the factory preset is ON(Enabled),and for MS sensors,the factory preset is OFF(Disabled).The programming remote/ tool is a wireless tool that can be utilized to change the dimming level,time delay,sensitivity and other parameters.A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8'-40', For mounting heights from 8'to 12'(-L12) For mounting heights from 12'to 30'(-L30) 1gide , ! \' ,.44 , i ', iii 12 30 , 20 15 10 5 0 5 10 16 20 30 22 15 25 0 76 15 22 30 Coverage Side Area(Feet) Coverage tilde Area(Feet) For mounting height'front e'to 20'(-120) For mounting heights from 21'to 40'(-1_40W) 01lit''' ' ' •79 N•ir,, 6r...4. `� , „. 1, _...,,,4.... , 1. .,.y , ,,kstsoks . , ,„ , • i 20 , ,, 20 15 15 12 a 8 3 0 3 8 8 12 15 18 20 50 40 30 20 10 0 10 ao 30 40 50 Coverage Side Area(Feet) Coverage Side Area(Feet) WevaLlnx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations,the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting.Use the WaveLinx Mobile application for set-up and configuration.At least one Wireless Area Controller(WAC)is required for full functionality and remote communication(including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module(WOLC-7P-70A) A phatocontral that enables astronomic or time-based schedules to provide ON,OFF and dimming control of fixtures utilizing a 7-PIN receptacle.The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Sensor(SWPD4 and SWPD5) These outdoor sensors offer passive infrared(PIR)occupancy and a photocell for closed loop daylight sensing.These sensors can be factory Installed or field-Installed via simple,tool-less Integration Into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle(ZD or ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected.These occupancy sensors include an integral photocell for"dusk-to-dawn'control or daylight harvesting that is factory-enabled.A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7-40'. For mounting heights from 16'to 40'(SWPD) ....f- .7, 20 .- - -- 30- , .17'44' --1*' 11 40 i \_ , - - 40 30 20 10 0 10 20 30 40 Coverage Side Area(Feet) Enlighted Wireless Control and Monitoring System(LWR-LW and LWR-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system.The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use.Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. For mounting heights from 8'to 16'(LWR-LW) For mounting heights from 16'to 40'(LWR-LN) J 1L N :1 18 < L a 40 - _l _.._ 24 18 8 0 8 15 24 40 30 20 10 0 10 20 30 40 Coverage Side Ares(Feet) Coverage Side Arse(Feet) LumenSafe(LD)The LumenSafe integrated network camera is a streamlined,outdoor-ready camera that provides high definition video surveillance.This IP camera solution is optimally designed to Integrate Into virtually any video management system or security software platform of choice.No additional wiring is needed beyond providing line powerto the luminaire LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Cooper Lrghw,g Solutions 5 2021 Cooper Lighting Sol,.ainns of) COOPER 11a1H�e5GA3020 NlmlghteRaseved. Pt 77o-4a Chat oA 30269 Page> 01912 Page 5 P.21 I r AU Rights and omens cos LlghtinaSolutions a nw000gmi3O'tingcorn subject Schange without ncoce April 12,2221223'M Phase 1 Construction Limits • Construction New Curb Cut Fence completed w/Phase 1 g ii -Remove monument 0 sign for new entrance Construction Trailer I ` I tiI Shared drive-lane ipi t for Patients, Staff& Emergency Egress . ,; , , Construction 41 Into jil 1 ' ,. Construction 11 D -. 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' �� o ZBN1B NW`ii3lDM11119 m N 133H18 HlOB i96£1 l— ica��en W°4 i6 M o . 1,. xioi0;S ILluea>Ped �8,7 lla i g € 1 S g 4�ro r € x. 3* Z8 $e^�s S i I y vj ` a � i�i !� f l; IS I 94 1 t .a 1 _,• .... ---- j I r. I . , 1 0i nY61■p., s ;� � 9 115'5' 1. I tit lit i ,V3 -,i i ....mk.,, , 1;1 emiklA4 i y5 911{ A'... ' �� A iii .. ij.5 4 r. 5 r III 1SL $5rd .11 {g 9.. k`', ?S� 141 }Y -42 �yy 5 y S7� li Yi 222 Biz 1■1 y 5 ! iiEl ail �I )i¢EE :,,,4I fk q k [ 1 i .;�. 4..'1 t 1111}g 1� 5 e#1 11. yt2#�( f7i isy'f [[ I;i. t♦111'� ;? , rYf � 75> Yii L,,� :1111 i if rti s i S' EEe6e64 R I I 111 1 e Sfi I ; 14 CE) Page 81 of 112 Stantec 733 Marquette Avenue Suite 1000,Minneapolis MN 55402-2309 September 30,2021 File: 193800151-137 Attention: Mr.Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. Oak Park Height, MN 55082 Reference: Park Dental-Preliminary Plan Review Dear Eric: As requested,we nave reviewed the information submitted regarding the proposed Park Dental project. The information reviewed includes preliminary, not for construction engineering drawings,and stormwater related documents dated 9-14-2021. Further review will be forthcoming when construction plans are submitted. Following are our preliminary comments and/or recommendations: Sheet C1-2—Demolition Plan 1. Show existing water and sewer service lines and plan for their disposition. Sheet C2-1—Site Plan 1. The driveway apron will need to be installed per the City's standard detail plate STR-8 for commercial driveway aprons. 2. Provide ADA compliant pedestrian ramps at the new driveway. 3. The locations of the pavement patches for the utility connections need to be shown.The pavement patch for the utility installations shall, at a minimum, match the existing pavement section. The section to be used will be confirmed at the time of construction;wear course to be a minimum of 1- 1/2-inches, utilize C type oil. The patch joints will be butt joints. 4. With the removal of the two driveways and the addition of the new driveway,the entire trail along the property will need to re-paved. 5. Include all applicable City Detail Plates. 6. Refer to the Fire Department review of fire lanes and circulation. Design with community in mind Page 82 of 112 September 30,2021 Mr.Eric Johnson Page 2 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review Sheet C3-1 -Grading Plan 1. Refer to the stormwater comments below. The Owner will need to comply with all related requirements of the NPDES Construction Stormwater Permit and the Brown's Creek Watershed District. 2. Include all applicable City Detail Plates. Sheets C3-2,3—SWPPP Plan 1. The SWPPP is acceptable as presented. 2. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Sheet C4-1 -Utility Plan 1. Connections to the City's sewer and water systems shall be per City standards and detail plates. The City or its designee will be present for water and sewer service connections to the City's systems. 2. Provide details for the sewer and water service connections. 3. The watermain and sanitary sewer lines, and storm sewer facilities that serve the site will be private and maintained by the owner. 4. Use a minimum of 8-CY of RIP RAP for pipe outlets per City Detail Plate STO-13. 5. Include all applicable City Detail Plates. 6. Indicate which storm structure that The Preserver will be installed in. Sheets C8-1,2-Details 1. Utilize City Detail plates where applicable and/or ensure Loucks plates are equal or greater. For example, utilize City Plate STO-13 instead of Loucks plate 4308. 2. Add sizing and elevation information to The Preserver detail. Storm Sewer/Storm Water Management 1. The site is within the City's High Vulnerability Drinking Water Supply Management Area(DWSMA) and therefore infiltration is not allowed. Design with community in mind Page 83 of 112 September 30,2021 Mr.Eric Johnson Page 3 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review 2. HydroCAD calculations:Time of concentration calculations shall be consistent between existing and proposed model.Time of concentration shall be a minimum of 6 minutes. Revise the modeling accordingly. 3. The impacts of the runoff from the site to the southwest will need to be re-analyzed due to infiltration being prohibited. 4. The project is subject to review by the MSCWMO. The City shall be provided a copy of the permit approval letter from the MSCWMO and any required agreements. General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Middle St. Croix Watershed Management Organization. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. 3. Review of issues related to parking, lighting, landscaping,fire department access or the buildings is by others. 4. The Owner shall be responsible for obtaining all required permits. 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. Include all applicable City detail plates on the plans.The City's details can be provided upon request. If you have any questions or require further information, please do not hesitate to contact me. Regards, ;,tantec Consulting Services Inc. MN,WI,CA Principal Phone:612-712-2085 Lee.Mannf©stantec.com Design with community in mind Page 84 of 112 September 30,2021 Mr,Eric Johnson Page 4 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review c. file Julie Hultman,Building Official Andrew Kegley, Director of Public Works Scott Richards,City Planner Kevin Sandstrom,City Attorney Design with community in mind Page 85 of 112 &1.0 25 • City of Oak Park Heights 14168 Oak Park Blvd N.•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax 439-0574 Memorandum To: Eric Johnson, City Administrator Cc: Scott Richards, City Planner,Julie Hultman, Building Official From: Lisa Danielson, City Arborist Date: 9/30/2021 Re: Park Dental St. Croix Valley Landscaping Plans-Arborist Review I have reviewed the proposed landscaping plans for the Park Dental St. Croix Valley Project dated September 14th 2021. My comments and/or recommendations are as follows: Demolition Plan(Sheet C1-2) The Demolition Legend shows an "X" to represent existing trees to be removed. There aren't any trees shown on the plan sheets to be removed but there are numerous existing trees currently located on the site. Please include the trees to be removed on this plan sheet. Overall Landscape Plan (Sheet L1-1) The plan includes an array of species to be planted (6) six deciduous shade tree species, (1) evergreen tree species, (6) six shrub species, (3) three perennial species and (2) two evergreen species. The plants included are acceptable and will complement the overall site well. Plant Schedule The plant schedule (L1-1) shows a good choice of species diversity with some native or improved cultivars of native plants. Most of the trees and plants chosen are hardy under local growing conditions, relatively insect and disease free and fairly low maintenance. The plant sizes included conform to the zoning ordinance requirements. The recommendations and edits I have for this plan sheet are listed below: 1. I would like to recommend not planting the Gro-low fragrant sumac since it can be difficult to control as it is a plant that spreads. I would recommend spirea, ninebark or another low maintenance shrub to be planted. TREE CITY U.S.A. Page 86 of 112 2. Please verify that all plants included in the plant schedule correlate to the overall landscape plan with proper labels, quantities and symbols. There are(8)eight different species included in the plant list with quantity discrepancies from what is on the plant list vs depicted on the landscape plan. Tree Removal and Protection Plan A tree protection plan was not included. Please include if any existing trees are planned to be preserved. Tree Inventory A tree inventory of existing significant trees on site was not included. Please include a tree inventory. Tree Replacement The tree replacement requirement cannot be calculated until a tree inventory has been submitted. Landscape Details and Notes(L2-1) The landscape contractor for the project is required to plant all trees and shrubs according to the approved planting detail submitted with the approved landscape plan. All trees must be of landscape quality and planted without staking. Landscaping will be inspected by the City Arborist after planting (Initial Landscape Inspection) and at the end of the plant guarantee period (typically 1-2 years after installation). Any deviations from the detail will need to be corrected before the landscaping will be approved by the City. Please include this in the Landscape Installation Notes. Please contact me if you have any questions regarding this landscape plan review. Please feel free to forward my comments to the development team for this project. 2 TREE CITY U.S.A. Page 87 of 112 ...9- [i Ctil\ /:-.'47:iiii E 1 / . . . « . ,,R 375 k ,. »« < , c @« . . . . � a £ �E j . . . . . . .2� :.'!e- ! �cTs a 0) ak §f �\ /ƒ 8/ � / Ln >, le 111 1 I II a co m kk � � \ kk k 2 3 k 2iii .. ° � u � ■ % $ \ � Jƒ B f k 2% � § 2 /2 = 2 ru 2z > iii t § 3a t \ � . Li $ \ 7 > c 7 cc � % a9 88 of 112 September 30, 2021 File: 193800151-137 Attention: Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. Oak Park Height, MN 55082 Reference: Park Dental - Preliminary Plan Review Dear Eric: As requested, we have reviewed the information submitted regarding the proposed Park Dental project. The information reviewed includes preliminary, not for construction engineering drawings, and stormwater related documents dated 9-14-2021. Further review will be forthcoming when construction plans are submitted. Following are our preliminary comments and/or recommendations: Sheet C1-2—Demolition Plan 1. Show existing water and sewer service lines and plan for their disposition. Sheet C2-1 —Site Plan 1. The driveway apron will need to be installed per the City's standard detail plate STR-8 for commercial driveway aprons. 2. Provide ADA compliant pedestrian ramps at the new driveway. 3. The locations of the pavement patches for the utility connections need to be shown. The pavement patch for the utility installations shall, at a minimum, match the existing pavement section. The section to be used will be confirmed at the time of construction; wear course to be a minimum of 1- 1/2-inches, utilize C type oil. The patch joints will be butt joints. 4. With the removal of the two driveways and the addition of the new driveway, the entire trail along the property will need to re-paved. 5. Include all applicable City Detail Plates. 6. Refer to the Fire Department review of fire lanes and circulation. Page 89 of 112 Sheet C3-1 -Grading Plan 1. Refer to the stormwater comments below. The Owner will need to comply with all related requirements of the NPDES Construction Stormwater Permit and the Brown's Creek Watershed District. 2. Include all applicable City Detail Plates. Sheets C3-2,3—SWPPP Plan 1. The SWPPP is acceptable as presented. 2. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Sheet C4-1 - Utility Plan 1. Connections to the City's sewer and water systems shall be per City standards and detail plates. The City or its designee will be present for water and sewer service connections to the City's systems. 2. Provide details for the sewer and water service connections. 3. The watermain and sanitary sewer lines, and storm sewer facilities that serve the site will be private and maintained by the owner. 4. Use a minimum of 8-CY of RIP RAP for pipe outlets per City Detail Plate STO-13. 5. Include all applicable City Detail Plates. 6. Indicate which storm structure that The Preserver will be installed in. Sheets C8-1,2- Details 1. Utilize City Detail plates where applicable and/or ensure Loucks plates are equal or greater. For example, utilize City Plate STO-13 instead of Loucks plate 4308. 2. Add sizing and elevation information to The Preserver detail. Storm Sewer/Storm Water Management 1. The site is within the City's High Vulnerability Drinking Water Supply Management Area(DWSMA) and therefore infiltration is not allowed. Page 90 of 112 2. HydroCAD calculations: Time of concentration calculations shall be consistent between existing and proposed model. Time of concentration shall be a minimum of 6 minutes. Revise the modeling accordingly. 3. The impacts of the runoff from the site to the southwest will need to be re-analyzed due to infiltration being prohibited. 4. The project is subject to review by the MSCWMO. The City shall be provided a copy of the permit approval letter from the MSCWMO and any required agreements. General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Middle St. Croix Watershed Management Organization. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. 3. Review of issues related to parking, lighting, landscaping, fire department access or the buildings is by others. 4. The Owner shall be responsible for obtaining all required permits. 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. Include all applicable City detail plates on the plans. The City's details can be provided upon request. If you have any questions or require further information, please do not hesitate to contact me. Regards, Stantec Consulting Services Inc. ,_ee M. Mann, PE MN,WI,CA Principal Phone:612-712-2085 Lee.Mann@stantec.com Page 91 of 112 c. file Julie Hultman, Building Official Andrew Kegley, Director of Public Works Scott Richards,City Planner Kevin Sandstrom, City Attorney Page 92 of 112 A RECOMMENDING RESOLUTION OF THE PLANNING COMMISSION CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY,MINNESOTA A RESOLUTION ESTABLISHING FINDINGS OF FACT AND RECOMMENDING TO THE CITY COUNCIL THAT THE REQUEST FROM ROSS HEDLUND REPRESENTING DRF STILLWATER DENTAL LLC., FOR A PRELIMINARY/FINAL PLAT, AND DESIGN GUIDELINES/SITE PLAN REVIEW TO REMOVE THE EXISTING BUILDINGS AND CONSTRUCT A NEW DENTAL CLINIC AND OFFICE/RETAIL BUILDING AT 1396160TH STREET NORTH, SHOULD BE APPROVED WITH CONDITIONS WHEREAS,the City of Oak Park Heights has received a request from Ross Hedlund representing DRF Stillwater Dental LLC., for a Preliminary/Final Plat, and Design Guidelines/Site Plan Review to remove the existing buildings and construct a new dental clinic and office/retail building at 13961 60th Street North, and after having conducted a public hearing relative thereto,the Planning Commission of Oak Park Heights makes the following findings of fact: 1. The real property affected by said application is legally described as follows, to wit: SEE ATTACHMENT A and 2. The applicant has submitted an application and supporting documentation to the Community Development Department consisting of the following items: SEE ATTACHMENT B and 3. The subject is zoned B-4 Limited Business District in which medical clinics, office and retail uses are a permitted use; and 4. The Applicant proposes to remove the existing buildings and redevelop the site with one building, the first phase which will be a 6,000 square foot dental office and the second phase of 3,000 square feet to include complimentary medical, office or retail use; and Page 93 of 112 5. The current property consists of three parcels, PID 0502920110005, 0502920110006, and 0502920110004. The Applicant has requested a Preliminary/Final Plat to combine the three parcels into one as required by the Subdivision Ordinance; and 6. A Design Guidelines/Site Plan review is required for the new building; and 7. City staff prepared a planning report dated October 6, 2021, reviewing the request; and 8. Said report recommends approval of the Preliminary/Final Plat and Design Guidelines/Site Plan review subject to the fulfillment of conditions; and 9. The Planning Commission held a public hearing at their October 14, 2021, meeting, took comments from the applicants and public, closed the public hearing, and made the following recommendation: NOW, THEREFORE,BE IT RESOLVED BY THE PLANNING COMMISSION FOR THE CITY OF OAK PARK HEIGHTS THAT THE PLANNING COMMISSION RECOMMENDS THE FOLLOWING: A. The application submitted for a request from Ross Hedlund representing DRF Stillwater Dental LLC., for a Preliminary/Final Plat, and Design Guidelines/Site Plan Review to remove the existing buildings and construct a new dental clinic and office/retail building at 13961 60th Street North, and affecting the real property as follows: SEE ATTACHMENT A Be the same as hereby recommended to the City Council of the City of Oak Park Heights for approval with the following conditions: 1. The Preliminary and Final Plat shall be subject to review and approval of the City Engineer and City Attorney. 2. The second phase of building construction will not require additional review by the City unless the site or building plans change as it relates to footprint, height, window, and door placement or building materials. 3. The site plan shall be subject to review and approval of the Fire Chief. 4. Access from 60th Street North shall be subject to review and approval of MnDOT. 5. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. Page 94 of 112 6. The landscape plan shall be subject to the review and approval of the City Arborist. A tree inventory of existing significant tress and tree protection plan shall be required. 7. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Middle St Croix Water Management Organization. 8. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. Outdoor lighting for the parking areas shall be turned off one hour after closing, except for approved security lighting. 9. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 10. All signs shall be designed to comply with the Zoning Ordinance requirements for size, number, and illumination. 11. The Planning Commission was favorable to the building design and building materials. 12. A bike rack shall be installed near the rear building entrance. Recommended by the Planning Commission of the City of Oak Park Heights this 14th day of October 2021. Timothy Freeman,Chair ATTEST: Eric A. Johnson, City Administrator Page 95 of 112 ATTACHMENT A Preliminary& Final Plat And Site Plan/Design Guideline Review Park Dental Site Redevelopment Washington County Property Identification Numbers: 05.029.20.11.0004 05.029.20.11.0005 05.029.20.11.0006 Legal Description: Parcel 1: The West One Hundred (100) feet of the East Seven Hundred Thirteen (713) feet of the South One Hundred and one-half(100.5) feet of the North Three Hundred Twenty-five(325) feet of the Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4), Section Five (5), Township Twenty- nine(29)North, Range Twenty(20) West, Baytown Township, Washington County Minnesota. Parcel 2: The West One Hundred (100) feet of the East Seven Hundred Thirteen (713) feet of the North Two Hundred Twenty-four and five tenths (224.5) feet of the Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4), Section Five (5), Township Twenty-nine (29) North, Range Twenty (20)West, Baytown Township, Washington County Minnesota. Parcel 3: The West One Hundred (100) feet of the East Six Hundred Thirteen (613) feet of the North Three Hundred Twenty-five (325) feet of the Northeast Quarter of the Northeast Quarter(NE1/4 NE1/4), Section Five (5), Township Twenty-nine(29)North, Range Twenty (20)West, Baytown Township, Washington County Minnesota. Torrens Certificate Nos. 71199, 71200, and 71202 Physical Address: 13961 60th St.N. Page 96 of 112 ATTACHMENT B t l Preliminary & Final Plat And Site Plan/Design Guideline Review Park Dental Site Redevelopment 13961 60th St. N. Application Materials • Application Form • Fees • Plan Sets • Written Narrative and Graphic Materials Explaining Proposal • Proof of Ownership or Authorization to Proceed Planning Commission Review& Recommendation: October 14, 2021 Page 97 of 112 RESOLUTION NO. CITY COUNCIL CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY,MINNESOTA A RESOLUTION ESTABLISHING FINDINGS OF FACT AND RESOLUTION OF THE CITY COUNCIL THAT THE REQUEST FROM ROSS HEDLUND REPRESENTING DRF STILLWATER DENTAL LLC., FOR A PRELIMINARY/FINAL PLAT, AND DESIGN GUIDELINES/SITE PLAN REVIEW TO REMOVE THE EXISTING BUILDINGS AND CONSTRUCT A NEW DENTAL CLINIC AND OFFICE/RETAIL BUILDING AT 13961 60TH STREET NORTH, BE APPROVED WITH CONDITIONS WHEREAS,the City of Oak Park Heights has received a request from Ross Hedlund representing DRF Stillwater Dental LLC., for a Preliminary/Final Plat, and Design Guidelines/Site Plan Review to remove the existing buildings and construct a new dental clinic and office/retail building at 13961 60th Street North, and after having conducted a public hearing relative thereto, the Planning Commission of Oak Park Heights recommended the application with conditions. The City Council of the City of Oak Park Heights makes the following findings of fact and resolution: 1. The real property affected by said application is legally described as follows, to wit: SEE ATTACHMENT A and 2. The applicant has submitted an application and supporting documentation to the Community Development Department consisting of the following items: SEE ATTACHMENT B and 3. The subject is zoned B-4 Limited Business District in which medical clinics, office and retail uses are a permitted use; and 4. The Applicant proposes to remove the existing buildings and redevelop the site with one building, the first phase which will be a 6,000 square foot dental office and the second phase of 3,000 square feet to include complimentary medical, office or retail use; and Page 98 of 112 5. The current property consists of three parcels, PID 0502920110005, 0502920110006, and 0502920110004. The Applicant has requested a Preliminary/Final Plat to combine the three parcels into one as required by the Subdivision Ordinance; and 6. A Design Guidelines/Site Plan review is required for the new building; and 7. City staff prepared a planning report dated October 6, 2021, reviewing the request; and 8. Said report recommends approval of the Preliminary/Final Plat and Design Guidelines/Site Plan review subject to the fulfillment of conditions; and 9. The Planning Commission held a public hearing at their October 14, 2021, meeting, took comments from the applicants and public, closed the public hearing, and recommended the application with conditions. NOW, THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL FOR THE CITY OF OAK PARK HEIGHTS THAT THE CITY COUNCIL APPROVES THE FOLLOWING: A. The application submitted for a request from Ross Hedlund representing DRF Stillwater Dental LLC., for a Preliminary/Final Plat, and Design Guidelines/Site Plan Review to remove the existing buildings and construct a new dental clinic and office/retail building at 13961 60th Street North, and affecting the real property as follows: SEE ATTACHMENT A Be the same as hereby approved by the City Council of the City of Oak Park Heights with the following conditions: 1. The Preliminary and Final Plat shall be subject to review and approval of the City Engineer and City Attorney. 2. The second phase of building construction will not require additional review by the City unless the site or building plans change as it relates to footprint, height, window, and door placement or building materials. 3. The site plan shall be subject to review and approval of the Fire Chief. 4. Access from 60th Street North shall be subject to review and approval of MnDOT. 5. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. Page 99 of 112 6. The landscape plan shall be subject to the review and approval of the City Arborist. A tree inventory of existing significant tress and tree protection plan shall be required. 7. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Middle St Croix Water Management Organization. 8. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. Outdoor lighting for the parking areas shall be turned off one hour after closing, except for approved security lighting. 9. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 10. All signs shall be designed to comply with the Zoning Ordinance requirements for size, number, and illumination. 11. The Planning Commission was favorable to, and the City Council approves the building design and building materials. 12. A bike rack shall be installed near the rear building entrance. Approved by the City Council of the City of Oak Park Heights this 26th day of October 2021. Mary McComber, Mayor ATTEST: Eric A. Johnson, City Administrator Page 100 of 112 ATTACHMENT A t: f> v Preliminary & Final Plat And Site Plan/Design Guideline Review Park Dental Site Redevelopment Washington County Property Identification Numbers: 05.029.20.11.0004 05.029.20.11.0005 05.029.20.11.0006 Legal Description: Parcel 1: The West One Hundred (100) feet of the East Seven Hundred Thirteen (713) feet of the South One Hundred and one-half(100.5) feet of the North Three Hundred Twenty-five(325) feet of the Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4), Section Five (5), Township Twenty- nine(29)North, Range Twenty(20) West, Baytown Township, Washington County Minnesota. Parcel 2: The West One Hundred (100) feet of the East Seven Hundred Thirteen (713) feet of the North Two Hundred Twenty-four and five tenths (224.5) feet of the Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4), Section Five (5), Township Twenty-nine (29) North, Range Twenty (20) West, Baytown Township, Washington County Minnesota. Parcel 3: The West One Hundred (100) feet of the East Six Hundred Thirteen (613) feet of the North Three Hundred Twenty-five (325) feet of the Northeast Quarter of the Northeast Quarter(NE1/4 NE1/4), Section Five (5), Township Twenty-nine (29)North, Range Twenty (20) West, Baytown Township, Washington County Minnesota. Torrens Certificate Nos. 71199, 71200, and 71202 Physical Address: 13961 60th St.N. Page 101 of 112 ATTACHMENT B Preliminary &Final Plat And Site Plan/Design Guideline Review Park Dental Site Redevelopment 13961 60th St. N. Application Materials • Application Form • Fees • Plan Sets • Written Narrative and Graphic Materials Explaining Proposal • Proof of Ownership or Authorization to Proceed Planning Commission Review& Recommendation: October 14, 2021 Page 102 of 112