Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2020-03-06 TPC Planning Report
€.ncitzuAL TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile. 763.42 7.0520 TPC@)PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: March 6, 2020 RE: Oak Park Heights — Twin Cities Orthopedics — Memorial Avenue North TPC FILE: 236.02 — 20.03 BACKGROUND Keith Heimer of Twin Cities Orthopedics has made application to construct a medical office building on Memorial Avenue North. The application is for Design Guidelines/Site Plan review, a signage Conditional Use Permit and vacation of an easement for development on a portion of Lot 2, Block 1, Oak Park Station on Memorial Avenue North. The building will house Orthopedic Clinic service, Physical Therapy Service, Athletic Training, Imaging, and an Orthopedic Urgent Care Clinic. There will also be conference/patient education rooms located in the building. The site is zoned B-3, Highway Business and Warehouse in which medical clinics are a permitted use. EXHIBITS The review is based upon the following submittals: Exhibit 1: Letter from Sperides Reiners Architects, Inc. February 12, 2020 - Project Narrative Exhibit 2: Letter from Sperides Reiners Architects, Inc., February 25, 2020 Exhibit 3: Letter from Westwood, February 25, 2020 Exhibit 4: Addendum to Development Application Exhibit 5: Building Perspective — Southwest Exhibit 6: Building Perspective — Building Elevation - Northeast Exhibit 7: Building Elevations — North and East Exhibit 8: Building Elevations — South and West Exhibit 9: Drainage and Utility Easement Vacation — Exhibit A— Sheet 1 Exhibit 10: Drainage and Utility Easement Vacation — Exhibit A— Sheet 2 Exhibit 11: Drainage and Utility Easement Vacation — Exhibit B — Sheet 1 Exhibit 12: Drainage and Utility Easement Vacation — Exhibit B — Sheet 2 Exhibit 13: Land Title Survey— Sheet 1 Exhibit 14: Truck Turning Exhibit Exhibit 15: Cover Sheet — C001 Exhibit 16: Existing Conditions — C100 Exhibit 17: Site Plan — C200 Exhibit 18: Grading Plan — C300 Exhibit 19: Erosion Control Plan — C400 Exhibit 20: Utility Plan — C500 Exhibit 21: Landscape Plan — L100 Exhibit 22: Landscape Details — L101 Exhibit 23: First Floor Plan — A201 Exhibit 24: Second Floor Plan —A202 Exhibit 25: Exterior Elevations A300 Exhibit 26: Lighting and Photometric Plan — M Exhibit 27: Lighting Specifications Exhibit 28: Report of the City Engineer Exhibit 29: Report of the City Arborist PROJECT DESCRIPTION The project narrative provides the following description: Twin Cities Orthopedics (TCO) is planning to develop a new medical office building that is located on a site between Memorial Avenue North and Stillwater Boulevard North in Oak Park Heights. The medical office building will house Orthopedic Clinic services, Physical Therapy Service, Athletic Training, Imaging, and an Orthopedic Urgent Care Clinic. There are also conference/patient education rooms located in the building. The medical office building will be a 2-story building with an attached single story indoor athletic training space. The total building area is 59,900 square feet. The building will have mechanical roof top units to service the building that will be located in a screened area on the roof. The building roof will be drained internally with overflow drains that daylight above grade. There is an exterior enclosure for trash to be collected with easy access for trucks to traverse the site. The site has previously been graded to prepare for building development and there are no significant trees on site. A new landscape plan has been developed and included in the documentation. The site allows for patient and staff parking with a total of 285 parking stalls including 15 accessible parking stalls. The traffic volumes coming to the site on a daily basis is estimated around 60-80 staff daily. The estimated patient volume will be around 500 — 700 patients per day with 85 percent of the patient volume coming to the site between the hours of 7:30 am — 5:30 pm Monday through Friday. The medical office building will be open from 8:00 am to 8 pm seven days a week for Orthopedic Urgent Care. 2 It is the intent to submit a building signage package and permit application after this submittal. The intent for the wall signs has been shown on the exterior elevations for area and location. The intent of the monument sign has been shown on the site plan for the location. Once the signage package has been developed it will be submitted for review and approval. Additional information has been provided related to the Orthopedic Urgent Care Clinic: For non-traumatic injuries, your first stop should be an orthopedic specialist. If you think you have a fracture or an acute (sudden onset) injury and need immediate care, walk in services are conveniently available at our TCO Orthopedic Urgent Care — no appointment necessary. An Orthopedics Urgent Care Clinic has been open at our Stillwater location for 5 plus years. It's a walk-in clinic with no appointment needed and is staffed by an orthopedic provider. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Highway Business/Warehouse on the Proposed Land Use Map. The proposed use is consistent with this land use designation. Zoning. The property is zoned B-3 Highway Business and Warehouse District. The use of the site for a medical clinic is a permitted use in this district. Easement Vacation. The Applicant has proposed a vacation of the existing drainage and utility easement through the property and replacement with a revised easement at the south east side of the property. A public hearing was advertised for the vacation and the City Engineer has provided comments. The easement vacation is subject to review and approval of the City Engineer and the City Attorney. Site Plan. The front of the building is orientated to Memorial Avenue North with parking adjacent to the front entrance. The parking area wraps around the building on the south side to a parking lot adjacent to County Road 15. There is green area around the parking lots and building on the south, east and north sides. Setbacks. The building and parking areas are compliant with all setback requirements. Traffic Circulation/Curb Cuts. The site plan indicates that there will be two curb cuts from Memorial Avenue North. There are numerous landscape islands within the parking lot. The plan has been reviewed and approved by the Fire Marshal 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. 3 Parking. The following table provides an analysis of proposed and required parking spaces: Parking Area Required Requirements Spaces 1 per 200 SF. + 3 59,880 SF x .9 = 53,892 SF/200 + 3 273 Per ordinance, the site would require 273 parking spaces. The proposed site plan indicates a total of 285 spaces. The Applicant has been encouraged to show some of the parking as proof of parking spaces, possibly the row of parking at the south side of the building. The plans indicate 15 disability stalls which is appropriate for a medical clinic. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. Note the comments that have been made by the City Arborist related to the landscape islands in the parking lot. The Planning Commission should make comment on whether the Applicant increase the size of some of the islands to accommodate the plantings. There is a surplus of parking onsite. City Arborist comments are found as an exhibit to this report. Lighting. The lighting plan indicates the locations of the parking lot and site fixtures as well as the building wall fixtures. The lighting specifications indicate that most of the fixtures to be used in the parking lot and on the walls, will be full cut off and LED. 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 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. A photometric plan has been provided that complies with the Ordinance. The plans indicate the use of LED strip lighting on the building facades. The use of strip lighting is not allowed in the Design Guidelines. Trash Storage. The plans indicate a trash enclosure at the north west corner of the building. The enclosure would be constructed from a corrugated metal panel that is also used on the building. 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. 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 an exhibit. 4 Storm water issues are also subject to review and approval by the Browns Creek Watershed District. Signage. Freestanding Sign. The Applicant has proposed one freestanding sign, placed adjacent to Memorial Avenue. The location of the Memorial Avenue sign is shown on the site plan. The base of the sign will need to be landscaped. Wall Signage. The Applicant has proposed four wall signs on three facades. The north elevation is proposed with two signs which requires a Conditional Use Permit. The Applicant has indicated that the proposed total square footage of 270 feet but has not provided the individual sign sizes. Staff would recommend the second wall sign on the north elevation with the condition that the urgent care sign be removed if that service is discontinued at this location. The Zoning Ordinance would allow for one wall sign, each on separate building facades and two freestanding signs. The total allowable sign area is 300 square feet. 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. Design Guidelines Architectural Guidelines. Façade 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 building materials and roof lines. Ground Level Expression This is a two-story building with a front entrance and pedestrian canopy. The main entrance is well defined by the canopy and glass. 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 canopy and glass. 5 Roof Design The building has a flat roof and curved roof. The rooftop mechanical equipment will be completely screened. Building Materials and Colors The applicant has provided color perspectives for review. The building will be a combination of brick, precast concrete, metal panels, steel, and glass. Building material samples will be provided for the Planning Commission meeting. Franchise Architecture The building is not a franchise design. Site Design Guidelines Building Placement The proposed building has a well-defined entrance and attractive front which is visible from Memorial Avenue North. Parking Areas The parking area includes landscaped areas. Storm water Storm water will be addressed by the City Engineer. Pedestrian and Common Space The plans show a trail along Memorial Avenue that will be constructed at eight feet in width to match the trail adjacent to the Kwik Trip development. Landscaping The overall landscaping plan is a very 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. Utilites/Service/Loading/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. 6 Pedestrian/ Bicycle Routes A bike rack location will need to be included on the plans. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests subject to the conditions that follow: • Design Standards/Site Plan Review • Conditional Use for Two Wall Signs on a Single Facade • Vacation of Drainage and Utility Easement 1. The drainage and utility easement vacation and establishment of the new easement is subject to review and approval of the City Engineer and the City Attorney. 2. The site plan shall be subject to review and approval of the Fire Marshal. 3. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. 4. The landscape plan shall be subject to the review and approval of the City Arborist. 5. The Applicant has been encouraged to show some of the parking as proof of parking spaces, possibly the row of parking at the south side of the building. The Planning Comment should comment. 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 Browns Creek Watershed District. 7. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.6.7 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. The proposed LED strip lighting shall not be allowed. 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. The second wall sign reading Orthopedic Urgent Care on the north elevation shall be removed if that service is discontinued at this location. 7 11 . The Applicant shall provide sign details including the square footage of each wall sign and the freestanding sign. 12. All signs shall be designed to comply with the Zoning Ordinance requirements for fixture cut off and illumination. 13. The Planning Commission shall comment on the building design and building materials. 14. A bike rack shall be installed near the front building entrance. Pc: Julie Hultman 8 64. 44 SHa Project Narrative SPERMS REINERS..RCHITECIS,INC. 2/12/2020 Twin Cities Orthopedics Oak Park Heights Medical Office Building From: Denton Mack, SRa Project Manager Subject: Project Narrative for Development Application Twin Cities Orthopedics (TCO) is planning to develop a new medical office building that is located on a site between Memorial Avenue North and Stillwater Boulevard North in Oak Park Heights. The medical office building will house Orthopedic Clinic services, Physical Therapy Services, Athletic Training, Imaging, and an Orthopedic Urgent Care Clinic. There are also conference/patient education rooms located in the building. The medical office building will be a 2-story building with an attached single story indoor athletic training space. The total building area is 59,900 sf. The building will have mechanical roof top units to service the building that will be located in a screened area on the roof. The building roof will be drained internally with overflow drains that daylight above grade. There is an exterior enclosure for trash to be collected with easy access for trucks to traverse the site. The site has previously been graded to prepared for building development and there are no significant trees on site. A new landscape plan has been developed and included in the documentation. The site allows for patient and staff parking with a total of 285 parking stalls including 15 accessible parking stalls. The traffic volumes coming to the site on a daily basis is estimated around 60—80 staff daily. The estimated patient volume will be around 500—700 patients per day with 85% of the patient volume coming to the site between the hours of 7:30 am -5:30 pm Monday through Friday. The medical office building will be open from 8:00 am to 8:00 pm seven days a week for Orthopedic Urgent Care. It is the intent to submit a building signage package and permit application after this submittal. The intent for the wall signs has been shown on the exterior elevations for area and location. The intent of the monument sign has been shown on the site plan for location. Once the signage package has been developed it will be submitted for review and approval. CC: File Keith Heimer, TCO 4200 West Old Shakopee Rd. Suite 220 Bloomington, MN 55437 952.996.9662 February 25, 2020 MEMORANDUM SPERIDES'MINERS ARCHITECTS,INC. To: Scott D. Richards The Planning Company LLC 3601 Thurston Ave N Suite 100 Anoka, MN 55303 Re: Oak Park Heights - Twin Cities Orthopedics - Medical Office Building SRa project no: 19-026 Subject: Submittal for Development Application Submittal Review Letter date 2/19/2020 File No: 236.02-20.03 From: Denton Mack, SRa This memorandum is in response to The Planning Company Letter date 2/19/2020. The original item from the plan review has been copied with a response by Sperides Reiners Architects, Inc. (SRa) in bold italic type. A. The following items were noted pertaining to the Oak Park Heights City Design Guidelines. 1. Please provide the complete sign package. Response: See Architectural sheet A300 for building signage location and total square footage called out with keynote 11 2. Provide locations of building mounted light fixtures and specifications for fixtures. Identify height of parking lot lighting from ground level to top of fixture. Response: See Architectural sheet A300 for building lighting called out with keynote 16. See document'90515 - TCO OAK PARK HEIGHTS- 2020-02-03'for lot lighting mounting heights. 3. The trail shall continue to the south property line. Clarify trial diagram design details and compliance with ADA requirements. Response: See Westwood response included with this package. 4. Identify locations of mechanical equipment on the building and how it is to be screened. Response: See Architectural sheet A300 for roof top screen called out with keynote 6. 5. Indicate if Brown's Creek Watershed District has been contacted and where the project review is in progress. Response: See Westwood response included with this package. 6. Update the ALTA survey to include the proposed drainage and utility easement location. Response: See Westwood response included with this package. 7. Define the term Orthopedic Urgent Care Clinic and how it relates to the other medical office building uses. Response: Orthopedic Urgent Care (Twin Cities Orthopedics) For non-traumatic injuries, your first stop should be an orthopedic specialist. If you think you have a fracture or an acute (sudden onset) injury and need immediate care, walk-in services are conveniently available at our TCO Orthopedic Urgent Care - no appointment necessary. An Orthopedics Urgent Care Clinic has been open at our Stillwater location for 5 plus years. It's a walk-in in clinic no appointment needed and is staff by an orthopedic provider. Walk-ins Welcome Daily Open 7 days a week from 8am - 8pm, Twin Cities Orthopedics Orthopedic Urgent Care clinics can treat most acute musculoskeletal injuries. No referral or appointment is necessary to be treated by an orthopedic provider who specializes in muscle, bone, and joint care. When to visit TCO Orthopedic Urgent Care: • Simple bone fractures • Acute injury with crunchiness when moving or touching • Muscle and tendon strains and ligament and joint sprains • Broken collarbone, AC joint sprain or separated shoulder • Torn biceps, triceps or quadriceps tendon • Wrist and forearm injuries • Hamstring injuries • Lower extremity injury with an inability to put weight on it Cc: File Nick Sperides, SRa 21 Page 3 12701 Whitewater Drive,Suite 300 Minnetonka,MN 55343 Westwood main (952)937-5150 fax (952)937-5822 February 25, 2020 Scott Richards—City Planning Consultant to City of Oak Park Heights The Planning Company LLC 3601 Thurston Avenue N. Suite 100 Anoka, MN 55303 Re: Response Letter to City of Oak Park Heights for Preliminary Submittal Review- Request for Additional Information File 0025802.00 Dear Mr. Richards: Westwood Professional Services, Inc., received the preliminary submittal review comment letter prepared by TPC and dated February 19, 2020, requesting additional information for the Design Guidelines/Site Plan review for a portion of Lot 2, Block 1, Oak Park Heights Station on Memorial Avenue North.We have addressed items 3, 5 and 6. Below are our responses in red, to the comment letter. 3. Comment: The trail shall continue to the south property line. Clarify diagram including design detail and compliance with ADA requirements. Response: Revised Civil Plans, dated 2/25/20, to extend the trail south and add a trail cross- section and bituminous pavement section for clarification. 5. Comment: Indicate if Brown's Creek Watershed District has been contacted and where the project review is in the process. Response:An Application was submitted to Brown's Creek Watershed District(BCWD) on February 12, 2020 for Rule 3.0 Erosion Control and Rule 7.0 Floodplain and Drainage Alteration. BCWD is in the process of reviewing the permit application package and if the project will require staff approval and/or board approval at the March 11, 2020 BCWD Board meeting. 6. Comment: Update the ALTA survey to include the proposed drainage and utility easement location. Response: The ALTA has been updated to include the proposed drainage and utility easement. Please contact me at 952-697-5760 or shari.ahrenswestwoodps.com if you have any questions. Sincerely, WESTWOOD PROFESSIONAL SERVICES Shari Ahrens, PE Senior Project Engineer westwood ps.com TBPLS Flrtr N3 '0374302 (888)937-5150 c#4 ADDENDUM TO DEVELOPMENT APPLICATION (PID No. 06-029-20-13-0013) The Development Application submitted by Keith Heimer on behalf of TCO Real Estate-Fund 2, LLC, is hereby supplemented by adding the following additional requests: 1. Applicant requests that the Property be released from any previous development agreements with the City, including but not limited to the Developer's Agreement dated February 7, 2002, filed March 14, 2002 as Document Number 3220302. 2. A portion of the existing drainage and utility easement on the Property needs to be relocated in order to facilitate the proposed development. Attached as Exhibit A is a proposed legal description and site show plan showing the portion of the easement to be vacated. Attached as Exhibit B is a proposed legal description and site show plan showing the proposed new drainage and utility easement. 3. The Property is subject to Resolution No. 07-08-55 by City of Oak Park Heights dated August 28, 2007, filed October 19, 2007 as Document Number 3666637. Applicant requests that this resolution be vacated and replaced with a new resolution setting forth the specific requirements relating to Applicant's proposed development of the Property. 69344913 vl TCO-Oak Park Heights-Medical Office Building SOUTHWEST J"45 l 1111111111111111 011111.11111.1111 .....- ..... ..... I I --_. 1 ______ ........ MN 1111111 iiii •4. '.." 110.011.= ow pmiii I . . 1 II4 I 1 :f ';.,-.i ,,. I '' 4- `1-0'4=1 u .......100.1- 1 MIN - -- -lownemelamers-11 TWIN CITIES M INSPIRE. CREATE. ENDURE. ORTHOPEDICS* a? TCO-Oak Park Heights-Medical Office Builng NORTHdiEAST NO altaa ( 4101 rrII Y i ,. ■ r 11....rr � . -. " " _ ... - , i 1 iii ,, , ,, __ _ ..„ __________,.. ,, __, .,. .. 11111.....1.111111111 ...___.....„.......„.., _ _ ,, , ,,, ...,..... „.,..„.....,... ,,, _ _ _ _ _____ --..,., „ . car en INSPIRE. CREATE. ENDURE. TWIN CITIES ORTHOPEDICS® _._....._a. TCO-Oak Park Heights-Medical Office Building EXTERIOR ELEVATIONS GRAY TINTED GLAZING PRECAST FINISH-ACID ETCH CORRUGATED METAL PANEL er4. 4 BLACK METAL BLACK METAL PRECAST FINISH- GRAY ROOFING MEMBRANE PANEL FASCIA PANEL FASCIA SANDBLAST PRECAST FINISH-SANDBLAST BRICK-MEDIUM PRECAST ACCENT IRONSPOT 4 l - - I ROO� III1I!IUIIIIIIIIII 1 Il I T I II ,so' -o.. ®®:1II N > ti 1 ' i _ it o ■ NNW ■ SECAND FLOOR AL - - 115' -0" \! I _ _ _ t FIRST FLOOR 100' 0" NORTH - 1/16" = 1'-0" PRECAST FINISH-SANDBLAST COMPOSITE METAL PANEL-DEEP BLACK GRAY TINTED GLAZING BLACK METAL BRICK-MEDIUM PRECAST FINISH- METAL PANEL-VANCOUVER BLACK METAL PANEL FASCIA GLAZED OVERHEAD DOOR PANEL FASCIA IRONSPOT ACID ETCH COPPER i BUILDING SIGNAGE GRAY TINTED PRECAST FINISH-ACID ETCH j BLACK ALUMINUM GLAZING ACCENT FIN 1 ROOF n x',41 iva .:- 130'' O"V 4, , . . . . I I I g , , .. x!12! MEN_. ,,,...., ._,._ s v 1EM®��ff1 - 4. •115' - 1 imiummullikiiimmitsioi i _ tx",-, ---,......i.:�■r�mmem�1■nrr�rr■mm�■r�= E:Y kei, iiiii, __ w:raaiii:d�01 lniii =EL 11 IMIIININFIRST FLOOR juu 100' '0" EAST 1/16" = 1'-0" INSPIRE. CREATE. ENDURE. TWIN CITIES QiA ORTHOPEDICS' ( A.._.�,_ TCO-Oak Park Heights-Medical Office Building EXTERIOR ELEVATIONS BLACK METAL PRECAST FINISH-ACID ETCH PRECAST FINISH-ACID ETCH p ,. PANEL FASCIA PRECAST FINISH-ACID ETCH ("^/L' METAL PANEL-VANCOUVER BRICK-MEDIUM GRAY TINTED GLAZING PRECAST ACCENT METAL PANEL-VANCOUVER COPPER IRONSPOT COPPER CANOPY PRECAST FINISH- BUILDING SIGNAGE SANDBLAST ROOF fl ©RTID12, 130' -O' I I I I I I I .ar' . I -- NE Eli, ' SECOND FLOOR AL ,- 115' -O„ I ■r�� --_._ >salri7�a•�li� FIRST FLOOR I 100' -,0 SOUTH _ 1/16" = 1'-0" BLACK METAL PRECAST FINISH-ACID ETCH CANOPY PANEL FASCIA PRECAST FINISH-ACID ETCH BRICK-MEDIUM METAL PANELN -VANCOUVER CORRUGATED METAL PANEL GRAY TINTED GLAZING PRECAST FINISH-ACID ETCH IRONSPOT PRECAST FINISH- METAL PANEL-VANCOUVER. PRECAST ACCENT BLACK ALUMINUM SANDBLAST COPPER FIN ACCENT = == 1�RwH `Ii s j "3 ROOF 11MINI!! �! !L111111111111111 - - -- - - ..n imeninimiL� t ' it ' I ` -4E21 I11 i"4m .w, liill �� —ECOND FLOOlfth - 1 �s3� " Itl I ...... 115' -0" risomIlmolloMmollmIlli OS. NMI 011111111MEma on C.2 'Er,Ea a DAL!Ir.LIE ; ® 4 �., . a a i ' 5 � T FLOOR .100 i0t , l^IEST 1/16" = 1'-O" INSPIRE. CREATE. ENDURE. TWIN CITIES sR A ORTHOPEDICS® =,._..__ EXHIBIT A C 2020 Westwood Precisions Services.inc Drainage and Utility Easement Vacation Description Thor port of Inc Drainage and Utility Easement as dedicated on Lot 2 Bloc/.1, OAA'PARK STATION according to me recordedp/at thereof, Washington County. Minnesota,described Os fo/`osss Commencing at rhe southeasterly corner of said lot 1.thence North 37 degrees 11 minutes 18 seconds lost assumed bearing long the southeasterly line of said lot 2 a distance of 1078 feet to a northeaster/y line of o Drainage and Utility Easement as dedicate on said OAK PARK STA TION,'thence North 30 degrees 45 minutes SO seconds West along said northeasterly/Me,a distance of 137 55 feet.thence North S4 degrees 53 minutes 3S seconds West, continuing along said northeostery line a distance of S 13 feet to the point of beginning of the easement to be vacated, thence North 54 degrees 53 minutes 51 seconds West,continuing along said northeasterly line a distance of 3000 feet thence North 35 degrees 06 minutes 24 seconds East a distance of 31952 feet to the northeasterly line of the said southwesterly 38652 feet of lot Z•thence South 54 degrees 53 minutes 35 seconds East along said northeasterly hne of Me soid Southwesterly 3865?feet a distance of 30.00 feet thence South 35 degrees 06 minutes 24 seconds West a distance of 31951 feet to the paint of beginning. Drainage and Utility Easement Vacation area=9,586 sq ft I: 0 A F. p•r»o a ve Y Twin Cities WW'O Drainage and 1 Orthopedics Mar PO+u*N» mein—ii-dk^5.r.CJ� Utility Easement s•. 003.17.023rr,waw.,rr SSW "} Taws WM113NnSS wewMuar L Oak Park Heigh.,Mtnnew.•:: veep ,wire eeroRerse,„„�„r Vacation Sketch DATE i2�C*.2C PROJECT NUMBER 0025802.00 4 44-/0 O 2020 Westwood Professional Services.Inc. / / ) s i Northeasterly line of the Southwesterly 386 51 fret-1 of lot 2.8icck J.OAK PARK STATION ,'":.:1 :. • t .t, r -'p�.isf X11( r -,,. . LOT 2 LY ,f 1 a 0 ti�4(1.4.a �It , _ '=1 el�ec�o Y , rl A f,/ ti) L)f{' S:�1'G�4a jj ;. T A T1/1 f 1 , U/'1 l \ 1 /-1 l t f s A�a(({ o°Q j 1.)1 t /') ! f lJ, V ,` $11 11 a Q•�4j 1' 1 Gh , BLOCK 1 poi;Tgt,or iii;y ,' '' / .1 �8 j ; N N I ' r1,� ' N Nr ' ,-Soutn�merty l;ne N e I of Cor 2 8toct 2. ,' , ) OAK PARK STATION , ♦ ,' Southeasterly line of Lot Block 2. ,, -�rs�s OAK PARK STATION/ `, • 11 ` 1?�.�, �'�'cy �` - . 1.�_ NS4'S3'35'W ' , %oo o Be'1,,,,, 1 ` 5J3 ".o,4� 09 , \ Z ',� "rsl ',t \r. ' 4ji0^♦.D \S i \ , J t ` X C \ ,,` i , \ t a N37'21'18-E - 2078 iPoint of Commencement-- ___ SoutheostMy COmei craoo rm of Lot 2,Block 2, IMIMIN , 12we1 trot OAK PARK STATION 0' 60 120 M4 SHEET NUMBER Twin Cities W W�OOd Drainage and 2 Orthopedics . �+2+1J 7_�'��•-at•'� - •__o tUtility Easement or o I*1T)�111r1 NON. Olin 3114 MIIMMI•dpacarn N.v,..wH... W341Oak Park He+ghts,Msnt eso „."..0,..,...„.„.,u,w„..� Vacation Sketch DA-E t2rz b/ :• PROJECT NUMBER 0025802 00 EXHIBIT B O 2020 Westwood Profess'+131 Sersgces Inc Drainage and Utility Easement Description A Drainage and Utility Easement over,under and across tnat pair or the southwesterly 386.52 feet of Lot 2 Block 1 OAK PARK STAT/ON,according to the recorded prat thereof Washington Coun.y. Minnesota described as fo/o:41.. Co•nmencing of the southeasterly corner of said Lot 2 thence North 37 degrees 21 minutes 18 seconds East assumed bearing long the southeasterly fine ofsold Lot 2 a distance of 10.78 feet to a northeasterly line of Drainage and ihi,iy Easement as dedicate on said OAK PARK STATION and the actual point of beginning of the easement to be described thence North 30 degrees 45 minutes 50 seconds West,along saf'd northeasterly tine a distance of 137 55 feet thence South 54 degrees 53 minutes 54 seconds East a distance of 3762 feet thence North 82 degrees 21 minutes 18 seconds East a distance of 5665 feet thence North 37 degrees 21 rn.nutes 18 seconds East a distance of25125 feet thence North 54 degrees 53 minutes 35 seconds West a distance of 12420 feet thence North 35 degrees 06 minutes 24 seconds East a distance of 3000 feet to the northeasterly line of said cnr thuedvr/y U6 S1 foe Olin!2 thence South 54 degrees 53 minutes 35 seconds East along said northeasterly fine,a distance of 17541 feet to said southeasterly the of said rot 2 thence South 37 degrees 21 minutes 18 seconds West along said soatheacrery line, a distance of 37604 feet to the point of beginning Drainage and Uti/i y Easement area=24094 sq/t c.v.::: pl y1AMl _ }-M SHEET NUMBER Twin Cities Westwood Drainage and 1 Orthopedics H.. »,ol.l,a •= l` 1-.•._-.s.M.l=4 /•. Utility Easement OF [71.11 N:7 MS Ts/My :SW 111,11,1 S MN SIM! WP10,. Oak Park Hoghts,Krinesota 11,,,,„11,11,,4,,, Sento.M Sketch DATE 02,,W2C PROJECT NUMBER 002580108 c#/Z FY 2020 Westwood Professional Services.Inc. Northeasterly line of the Souttlwcste y 386.52 leer --_ / of Lot 2,Block 1,OAK PARK STATION /)<Ill. ,' ,,14V:-,,,i rt.., ,,..d,i, , 4,i, itii LOT 2 y' ,, r .--Y:-.f. 1 "� r. r) A C)le' llp i ,-it , f ‘ q 1r1111J! v /' .( r / BLOCK 1 • e`1 'r.' A., ..*\ a�` �/ .4.{`Oso y``�1'I 9 .N 4y \�41 � / y�}4 �, /` J,o, /4 Southwesterly Gm.„ , / I P40 /4' of to:2.Block 1, c !r OAK PARK STATION,/ ? / fi `_ -rr. /4I' Y Gp v )4''''''''s''l�r. •Hg2.21'18'E r/ r l O 'e O. • o e.,-,,%�r'o� 1V��'1{r,\F 56.65 1 \ O 4444- ...., 1 jik,, - L� OJ 1:0j It 4. I// \ / -Pom:of Beyunning A . I_ N3r2128-E �� _::::1--- 2078lil Point of Commencement,------ �� rn Southeasterly coer `� 'i of Lot 2,Block 2, ( \ rf of.,,,, OAK PARK STATION ”) 9 S4t:ao W 0' 60 / 5'4(ET NUMB Twin Cities Westwood Drainage and 2 Orthopedics Utility Easement O( '"""' »al�ratsc ""'.�°,.�" Sketch Oak Park Heights,Minnosotn Mwrtwooawo,.n.onr Ta,.,.+Y.,. DATE 02106126 PROJECT NUMBER:002580200 1 1! // , ,, / \ `' ,i E / \ t , C,12 11 �� �; U 11 ` i11 �� ', (',',\ , a.t\ o ` i i 11 1Lp / 'r,. / �N E [ Z\ I s / / '!ifs t + off ,, [� E0 l[" /by 1- 1i Z ;/ ri R • `fi q /, de ti 0 9$ it � �,) 1� �// 'r;''\, --.=•-=—=---___ ___=81 ,�y`. a� •-.'<..! ill x ci �/ <a y) c4:<••O ,,,�, N';--- ----__..,-- Mme_ 1+ � r.�z }..,,,�`, 9 —,- e'`4%, \`\ a; 1 ( - `,\ �N GNU 1 5 n I M E 6 E 6 6Fi 11111! isII' 111111 t� fI111 1 IP f1 �I iI11{1{It 1 1 1 11 11l�1 1 t '!: ait, .t ; I ; lifiM'i1hii ICi#1ja #jj1zjt 1t 11tI+ tR Qjt : 1+1 j� 4q 111 4a! �. t _ ° jai + tl�tliii, E t' t! -kkja '1! [1 I t1 11_ t 1 I; ILS �,` 1111 it H U I '1 it j► t; flu1 (QQ i d ZZOe•e..•ee O®a Z A jFIp1d1111pp1E+ 131yy $$ IIIS(111E(IIiOi ,1R1 , 111 1i 1 111 1 U 'll 'tlg H 111Eili' 1iil " ; { e s a IIIiIIIIIIII ! 6 ®'c � I�t �IIII !IICIIIIIII •�Qeea•• em®el>se, . l I 11(11€1it;H ,1, 111i1,1 ,,f , ;11gt; a °1 5 1 Fj !1 1 1 e �c :1 : 1-- 1 tl _ &1 1...j...... ''',—......IL— �„�. ,uun� & 0 0 0 4 fel 811,250.5124t i s miompoommot . 1I 1 I cii 19Ell 1 _ I • IF i . . . . .ELL. Z 1 fin` oo w— I I 0 b ,, ( _ ,-1- ..,D L. O V///[I �.. _ _��`il ! //// Oak Park Heights A.ie!c). I. [1Z=3 _, k o if_ 2e �! I. PROPOSED MEDICAL OFFICE — — BUILDING FOOTPRINT:34,000 SF lY v 14/ 1f iii FFE=941.00 ® chi 'l bC C OC • 0 0 E. I] Z a� a I!! .x u !J _ . cz _ I � 28 Lu- Q l' J ---) [7] —1–) imm..-.- , i Iii Ifit /�t , 16 rr�- Id ,... Ii( X z � I- 11 1 20 40 60 NOT FOR CONSTRUCTION 5 I. n V rk 02/25/2020 0 PROJECTNUMBER:0025802.00- •ii# 15 Y PRELIMINARY PLANS , wfr ,.. FOR Vicinity Map EXISTING CONDITIONS, SITE, GRADING, UTILITIES, AND LANDSCAPE FOR TCO - OAK PARK HEIGHTS OAK PARK HEIGHTS, MN PREPARED FOR: SHEET INDEX BENCHMARKS TWIN CITIES ORTHOPEDICS Sheet Vet Table NH. UM SHEET TM' 18coaea UMBER 4200 WEST DAHLGREN DRIVE,#300 Cool COVER SHEET GOLDEN VALLEY, MN 55422 0100 MG AND REMOVALDSPLAN C200 SITE PLAN BM CONTACT: KEITH HEIMER C300 GRADING PLAN C400 EROSION CONTROL PLAN PHONE: 612-790-0367 0500 UTILITY PLAN 1100 LANDSCAPE PLAN EMAIL: KEITHHEIMER@TCOMN.COM L101 LANDSCAPE DETAILS No. DM RE./ON SHEETS PREPARED BY: WeStWi®Od r "';.:;.'o r"s a""— PRELIMINARY PLANS , s EXISTING CONDITIONSSITE, PROJECT NUMBER: 0025802.00 GRADING,UTILITIES,AND LANDSCAPE i CONTACT: SHARI LYNN S.AHRENS FOR TTCCO-OoAKrPMRK HEIGHTS f IN.SUBMITTAL DATE:oatmero SHEET.Cmt OF e a 3 PROJECT NUMBER:0025802.00~ III 111 41 \ ' 1'1 'I =--- - ,,g 1 S4'"7-".i,, 7. _ — - � I IIIA a� 1 ,._\,.� 1 - ` '\1\Ai11 ��III� '',..--„,"------------__.....-----t4 I�I ;`III` . ____-------K ti • I,1 I i \ _���� ` d IP III ` • 1 11'1 / / \ llis,i III )> I 1 I 1 I l i / /' / \\ I / Ill i' O i1 VIII ( /� ! I ? - l < 5 /` `��II�N�\,1 �' I \ i ! (, I i (') Ar� \ \`j II:( r \ \ \ I )>I I / ill R 1: c_-_� -_ I \SI - > �f=— -- __ 0, SITE LEGEND o.n.... 1I - 81111811 com 4I 1 .y .. ., •�L O SITE DETAILS(SIO/O0 i e0ESP 0V 9 S _A-1,,A4',`,41,'N YIi • 1 I a.... r hr, PY ,:i 1'k' 1� _ nw n uaou.,mm�rwxc wu m a•.-1h' Y s I i I iR /.. - +� - L" .} en I ��, -lii' f name name I -..-5- E w;nc, /, nE �F 1 B O 1• I >r� u ,� �I,\r ;;:ii�,� �u 1111 lFi,� , C GENERAL AEE NOTES O SITE KEYNOTES \ tt PROPOSED FOMFOKAI OFFICE I ' `. • 1 �� 11,rmnwwemm.z.,;, m.o.,*umu annwro,00 : 1 i 4j \ L■E P i Py%�� BUILDING ED MEDICA:Of DEE SF 4 Er! i1t,!". :es PnauNc STALLS %/// - — Bim, 1 ! f p 3 i!@ Gam`.Br FFE•911.00 }' f y .7.7=7,.......,...............,........... 20 @ I� I Ya _c, T. �� [o +_>t 3� rt:.. I} II , ...r.n,... ........�,...�.n, am S161/xL[QNID� y ' I° rL I I s'c r: Nir j o� p,r. n .m ... . m Mn,.oN ffi S fL t s�' P I44 SIM NM '4'..1..r, 0 9 :. B44Y en Ii vrhi:— I � ..� ..,,n.M...I,IT..n..0.er...n. n. �� IPA� , ` A� X11` °�� A T■■, psi r-rti— _ z w w wo.�w.r. !T BE H, 4• s�;k A,;:%',1 4 ,.ryf'ihi fr i'h 1:e' Y -f • -. I r'I a >3..., � F*` i rY -i7:i, ', , I : ..e,,,,,, ..r„w.,m, .....,..,rr• F 1 , t' .�:, . t�•i1 „,r,r •i:n p .gt.. 'I, 1"u » �+y,P iu 3i, n. Q .a ,wr.,.. K ten. ;F a. E'I -- H 1111�<r1,1 ! I I �® �i tL" =ms`s !J I . r,... .,,. �. ..�n a iii g d � � n :01 Igf 1' I C _... ..KERN COM POND � \.-. II SITE DEVELOPMENT SUMMARYµo •wens all �I ..mmem.n a r.nw..,wrina 11'' O• 1 '' (REGIONAL POND) 1 ±eAe ��.�- NWl•9tIl0 NER BCWO) --- ---�-100 Y0.IIWl=93].10-_--_----_-�`--_--_II I ..s.eeslox 1 EFF.: O � •..ur.csnr.c. r.-mr...,u, U Atr,,f,4,11VV,,' 9ii1REE(F'noAwe,a., i i I :::.—.,rR� iii Iii ll z...:. I]i l }ma ssema*mega mum mrtunE .""L Ira 17411M11.u.o-n...,mn.or.. `�-iLi=ni1;r11=X11=i1=11r�ArA��llly�l��llail-rrslr�ld-r�Ai�lrll� �8P ¢ N eIMINOUSPAMWAv ._i=ii.._ _-\_ �} �e�i�f _noir _ ,i�RA� i �,StaEETac ON(PARK HEIGHTS,MN rr..ucn.x m.r nn ® C200 1 1•1•1•••11 �— NOT FOR CONSTRUCTION v,r 02/12/3020 PROJECT NUMBER 0025803.00 C • _— {- _ _ -_ 1 '__ 4 AL AVENUE NORTH I r.-.+rte �. a �► --�-- S r- --V ll Imo. i L: wJ \ 1 'I I'I, Is. ■. 'Hilt ► 1 / III .fil l; I� j, , A �'I r 1,`I 1 ' r.i,, i Or _ � - �' ---vim; 7 ,I \ (- r AiC ' ', ...dig ----- �, �I fü ' .� . / i j e 3s I ./zz,54! 1 , III 1 3M.. . ti. 1 r` ,,_,:s4l-41: ,,,i 1 1 . II ' 0ry o \ 8 �" I N �8 \ 1 IIIL g� I 1 IMai m >\P 1 O .12rg •M iI I •• 'a;A 1 *• ogm li li i I i S 3S I \,i '.II ` N �� \\`\ I I 1TL ,111111'=`:�. - '—.._-.4e'" '1 I.,p`� �®rig A Tri, f,er igpifo*�1 -�_ ®,moi ��C ii.iiMt q I �- -tv '111/444114,1.4 .. . P ‘.:,OW, . !i 14B :\ ) } \ fs• CSA.H. NO. 15 STILL WA R BOULEVARD NORTH e a= ' 4 BE,ce o ggfi AE :: Ss a F 111 1 4.! 111111! i 11 1$ 1 1 i11 1iY 11 11 ail q ala Illi III! 11121 _ I I 1 $8i F 4£F �p r se �eT' IE§5§- § 5-pqp a� g� p3 Ri �Di 9ag� F�°� z ( P � 1�2pi �s€ HP lin $ §$ i yB1 ill 1 114E; 111 Ili lib !PI 6 ° I I I I I I \'1 ll 1 ii! 1, s ° 18p1p g 11 11 Ph g1 $ g a lip! E 01 ,iii i R 'n `p ± ��a I I I I I•I i I($I o s q AR1sa 1 ii 1 $ .. g i '14 O 1 qH !P ix; I iAll it1 !1' I ii IP 1 1-I. 'i '' a 1 4P ig- .!.1! P 1'l 1 I 10 ! 11l $, zl• �`'I< i9m ; . g R a =.aQ r i . m 1i R a 4 xI,1 ;� i g 15 ig F 1 if g 1 i "11 1i l €e ga i ' 1 m 2 1 -i i mg, ' 1 811 :° ie i illi 12g o i'1 1 i z o, 0 2 e JO 4 v 4 . 12 i III 8 w i Ws tm od - .-__ o�,,K 0 0 00 GRADING PLAN �_=7=1- TCO-OAK PARK HEIGHTS •••�•••®� �I t atrtso�. am '"•m••�• ,,„„ ORTHOPEDICS 1..,_______I 8 OAK PARK H�GHT;MN nem m� 1CO-ONCVNWCHE Im A .w• m. \ ��� I ®� J 11-1, 1 I i I EROSION CONTROL LEGEND �I .� 1\ .+.,..�,y,,.? i l.� c ,,,_____4___."..7,a, �--s-�.__:L� �� �I i �� =_ — B11wcaBRlMom �� III r __. 4_�\ .d_ -- — � If — • if 11.1 _ _ _ tiallig1-° -- ,. � - ♦� ...y, r '''. .--(71:11‘N ,,,),:114 _._ \�� .III i I —» I ld{— w�Ofmn.aCO 'm" I %% / ■ 1 O L` \\L�r�I�I I I II Ip •.__-.. , rwr..wemrm:..r..r� HI (.`.8���� ►]it Ate. ► Eiii" ,.�11 , 4.:1,\-\.1,41/'(11! , 2 --asp, , Illy, l',iai. I-` Y. ,1111°' •_/ in 1, 1E� e 4a�.:,t �M11 ill 1 I Q t ;I `'i ,,,e 11 _ o- ill =']� !!Igi'i1r if I I�E _.► w,mm...ommew p iN 1I� pT- %////. 1 1 � i° I ill,'1�7{�.`{r 1 r I: 12, .I-e 11111 11 RMM ; , 'Ii I I ° 00 3 1`I�,! R \ PRDPOSED MEDIUI FFlCE I 1 m 'NF j�iR 311_ \ I i e PROPO PODTPWNTOFNCE P :Is'�IRim 1 1131. 1 l ® "`E.RP rll 11 G � tly I1.1 i / ]BSRARK1NG STALLS I I. ��II 11� e, I IQ GENERAL EROSION CONTROL NOTES I! I Il ki ,m.o.../ / ,-; ' �£ PFF=913 o0 „D ; I != .� iisi�1111111,f 1 ,� /r/72 11 3 x ,o M.,....rou,.�,n.�,»r,w..x.o<�m II Iz 'lkli�% �I �,/�1I'll I�/ I/'s � LI Iri,f i I S[1:11:1 I rM�,,.:,xxw,.,.or...�.<.r o.� �.,,.«:a� �., : ,.� �.ow�o.x m 1` „� O b' I L' i i 1 n I I�i11J1J1R3 I 6 I O ..wm �' n till,,,;? �� I,s.B. . I mrK..m,m.,wo,..co.r_� - @ I MOVIINO� '1IfI !na,wviiii.hzumitr' f/ I /li3Lx.mG,.»N...00r nmam. �ll ; __ ---.— i_:-_-_,-,-,'="----___- — ----::-,-------=--...-'----w.� ,ks`,' 1'111 X31 .� I I �.r��.x,rw�m m . �n� I�� F III � �I 1 �-_ — i--- / -.-.._.�-. . —. s�'S'� � .._. ` ���J J'' �;Ilit1 �'I II •I c xnrw.mr�m5,.rw.wsw��womwo�....r,.s�r PoM�os v.nnc..cnnr.m�woswv.�cu 2{1�� i � �I �� —I� KERN CENTER POND \` � a'I11I/('£l f I !1 �__ .������'� (REGIONAL POND) d �1fli I o. w.osmwssxw•Nwmr smo.mm..,,,0.mx.nm le II JJjJ_ =�� f 1 (PER D) \.jY.I£�il I I I I . corer mom w•...no,um.......mwnrw '£e _...._____—.....••••••• 1YPNW .30 �.// ---� __—_ _—__—________— i I I v ra.w .m..m_.—,-,.unm,._,m a_r.a °° II I di-..--=. ..„,s1 —/ -_._ T.==_-3- ���T -,,,_"----_-----__"40! .1. I 1 , m-------,„--A.—.,---....., om � . °.wo..o of -...i}�'I' %/- :y i.�E:; ,r.+—...lL� u'"_\��/�r,ti r�i!/4,/I I.J�v � �I£�9 I .:.n,��<oMm.�o..�..0.<mro.x ro�.omnrrmox.r,w�oNw.oeFor..o o�<. r.wwn,o,.r:r..n.00w�.r,.. �m .,, S I:, (� 1 1 ..,,,•. ., l = 'l. roww.. o.,r.,rowrmar,ox .,MNo- o hill--;I.7__• . xox.ow.,x.xm.o<oNmw.,,w.�o,....�oww.ow,r:o,.�rm.�.nor..,:r.r r,o.or '�- �_ 4$7 _ --I ��/ „.re..mxr„woro.,,w.�:w,m.mr.m.or>o.,wo or...rw.x..w..�:....m<o.<,wm....,..�..o.. V ":.,:..4.4.0*.>, : .0..."- all'W. r.r,,Zr:-- m.'o'Y:�. --. PEII ..---1 1.,'-1 -----1 mMm�w, m ) ....1 m.. W fir 4� �.� F= hi i ""`":======7.7.'..”. SWillt*::4-4% IP T.; •,...,....: ,,,,-„, {, .. _ .......... F- ,?..•••=r: 77 k /). �.ems 7€,°:,7÷7 .....�.x... , f o \ z ::474""!'n—� Pl� "S to lam zr' .me, rtr i.----= --- '''''--:=.-7-7.--1-, -- ��� �i Yw� •�Wmp � �wm.m rm�w ~� o•1 wCf. NO.. ..-CONSTRUCT.. ,.2 oznz/C400 y PROJECT NUMBER 0025802 00 —[- ---) r - 4, : • • t-- . , II 'Li 1 i_.\ '[..-• '- ' 1.-------- - , , , - •,-„ , UT7U --1_ 1 8*- --1;---I 1 **** -/— ***2 --— ....,,,,,,, — ....,— .f./41•20 LL 7 i —__._ —1i i ' ,1 II 8; wsag-lare:—N7 ,1:22*.". Li ' I i i -„.... 11011 1 I ' -41-L t.--3-- N , al ; . .1,12,11. 1 It .';''' ; 1 I/ 16 1 ; :/ ;Z ..—..-- ovnieWIFIEPHONE n;--- TflE.tota;IMO., ;',— CA.MMICA r F:11''' .:Eriii 1/ ;, i:or-ro,.4_,,,,,,„,„,,,,_,,,,.., . ,==, 1 II, IQ , , _.._ ,„...,„„„ ..., , i ,, . . ..„..,,, i,, t =---- :.:- i /z. .1re,g% I 1 lr.="'m 1 I !1 I 1+: , ! I LI,..± ' '—-..).4='!. i: — -1111 'fr PROPOSED MEDICAL OFFICE 4, GENERAL U1ILITY NOTES 1 I BUILDING FOOTPRINT:34,000 / 1 1. N 1 Im--- ,...„!. il 1.24,-C3.11•21•24 ; ',..,;.. 1.93. ; ; ; i 1 I tr.. 1' 1 r24 - 0--'I --1-- --. ' _ ' ..--'_229,4-.O.,=.N..1.-21.2-5111;M_1-•1 0. :..=,I 1,,:1 =;IcLir0IPl'2A1',kI/'II'i1i=R4I(I,—n.=--.”,4,,4,.Eg1gI7o.F=1.1r-E,=...74'.41,,tF7.I,:7a2I,T"0E=:ILI4RIi=;T=Y.ACfLFiOf:Ml:iM."%E..agP7NF.I.;"E;,'I"=TzTg,XLE",,rC.7S,O,c".0rX.,1:1::I.,I..7.7.c1.A.=irr'C2,7T.70/41:t=11a"4M.1`E-A;"U=-2,7="Crr7O.M77",M,7I—EU":i'T-E90==rF7.17(':-., .7 n., 7IilP.k1ilbii 1I2g" Ia1l4i. s1 i 1 0l * / ' till!'! c; = 4i , - ..., i '..I! 1 1 n 1 '1 4..._;. I: ? g ":;2:igifirftg I irgi Pg124:00 1:, .......... , — 1 fil c .-z7.-A;70: :"ZTV,Z7::::L'Ar"nr" I lill 'FEE7,75q.',EirErai°:7.1:7744''''= /V 1 iii b I 'EFEEFigiZVEEZL''';Fr'''''''FF"r` z \ P M § g C500 1 g i NOT FOR CONSTRUCTION ! ...0 02/12/2020 0 .2 PROJECT NUMBER:002540200 li 177 �� �=.€egaE €�� 63E€a €€i=� � � rte_. - = _—_- - _ —{ — -- gi ! i i i A A --:'-4,:! I _ -- I — yE L MORML AVENUE NORTH p££p V i WM 11 'fill 111j 1 T 0 a 11 111 D I n IlYI8 ii ' a� • is aL. a ^fs ' r r g€¢I:IIi 11 1i!jj € ! r Ir y 4g9 g�g94 .'s 'RBBB RR€€ g P. , i ' / P d- ' �1'� pg9q �� £ ilii i It t..its F•tt 3 ; I I =° '° I : ✓/�J ° - -�_.. + }Kxx LE EECGC OGEE '" `� 1 I i --.• �� � -`S- / RRRRR S g. O ice,. • 366.€T`G /Mail iii i€EiiEE H ;? el al `r i -- fob W n zo pi e ilwilipliii 1111111111 i !rg i ' ... if/211;110i L-illlif € $a a vaillifil fg • °I I:' n " g Min§g i+l _1,j€ Ci '1:::,k,—. 1! O !! ,1 - a 11 iIt € B p • 1' E gS a55€ i 0 0° ii 5'055555.555555 L .� r II R+RRRRRRRRRRRR 9999949944 e \ ..__ -tor r_._ 1i♦.- s D, �+° r RRRR RRRRR I \ =� —teaiitif FIIIIIIP:.•EG __ ••s saGss li \ , IE 'cI RR RRR RR Rn R"RRRRR __. ,�__�-_-�_`- ___—'—'e-- ......................__—�_ � m` , f CSA4--____.,NO 15 STILLWATER BOULEVARD NORTH — -I---------: L 5mil jiij 0 ;b;Ud 4 J s £ i?,:. L0 T G ,, la91III - c 1t li P. 3 $ d Ee' 7 i a 3 3 i o z a z5 v. -1 Z F 6 a¢ 11 2 is m N r € 8 E O i LANDSCAPE PLAN I YUlStyyppa °''"®fOP., .K��" °mmm 1!!!!!!!!!7: _ :�n«.� TCO-OAK PARK HEIGHTS 00 8 "•• TWIN CITIES ORTHOPEDICS -OAKPMKHpGHTS.MN TCA•OAK DAPo:HEIGHTS r+xoavu:c.xx svzz I 'il I ;Na 101 . y��.��tq, • v ii Ii -a�Svl-'. { 1- ill y ! rE �i i l II i� E+iiiiii°ir 11 1111 II U 1i°111" 1 i 11111.01'1,11 1"ii A I. +1 ii11 iii Iii. ..iii 11 1+11114111 ii 1 s 11" 1i ill 1 i 11 ii ii NI°1 Eo 11 e 1 i Eliale I I 1 , ..-T.110.1. 1 ill! i1- tj M 1 i I ° 1 d 1 Ei!1. i 11 i 11111+1/1 it 11 +i 1i il+ IiE 1 1{11 I P e+ililli°ilii 1a I l� 1i, +°i lhi a t ll ii i1ie6E1tei11)11 _ ,' to hIa . t1E fl .1 11441i 1i.II €�`1 ii i+ 1 11 i1 :le-f1 1 iE 1 1 iii i 1illigl I p iN 111111+111f pp ii�i+il IN 1 i t p ii i o ii 11`11 1 oo 6 111,ii P I1°11,1 1 a I iF1iPi� il�el 1t P s +1016Ii die ii tl a1iq 1.11ii 1 1 ', 1 si 14514'0111;i 11 111 1 r• 1 iiliji111 111 iiz11i 1Ai11p 111111 liy°'1 111;i i; t Sia 1 1 i i itol,ill ; 1�1 "i 1 1 iii:01111 1hp alibi a1111i 1 y1 1 1 1 a iii i' i 10 1 ii° I l a i1 +1i i 1i t i!E Els i1 1111 i lair ill di s 1 1 i AI h 1 N 1 11 111 1 i a 111 1.1!111 1 i 1 iga iii 1 ��110 a .1 i1• ii 1 i 1 all !sail iA 6 s a 5 1 _16111=Ili hip.1aEiilt i 1i•I i t i1! i g Ili ! 7+1111i A l E ii1 °, ill 1 s ° i @ 1 i + i N o i i i Ii i $ i LANDSCAPE DETAILS WOod '�"' �' ""'"'� - °_� gS § N ,�� TCO-OAK LARK HEIGHTS ,,�,,. -I TWIN CRIES ORTHOPEDICSAMM M _ rnN VMtN�r�xrs Mu orn,a„ mo... . TCO-OMPMN MEIGHR it i 1 ., II I U y , , . C III 41> 1 iii : i I 1 1 i . ! ___ i . . ---- -,------- r CD • 0 t------- j -70----t------- r r --1 -------- . , , ...... r="fill- i 111:011 ESE OAI I *, I ! _ ! I • I I I> I 11 11 ° I I' 5 4L 11 i , 1 i 1 _ LI ______ _______ qIIIIIIIIIII _L_ L 1 li 1 li 11! , , -1- 1 11 1. HiiiiiHil 1 1 ; I ,.-- CL r - - iiii,i, - - - __ ._-------- 11 i i i i i 1 ; 111 ; - _,. .... Mk glir i Pil 11 TCO - Oak Park Heights - Il ,, ! 05 - , m Medical Office Building ,- a .,,, 0 . _. ...",. 0.....= . SPERIE11.9 AR ..a. .Z.) Ai. t%3 (0 j I 1 I mrnr 1 `,� _1 I _ --= I =--=--.1— I i 4 i 1 I I XIX j i i , 1 1 1 I I I 1 1 I 1 I 1 I 1 11-- — —I 1 1 1 —4 I 1I U6 I P71 T I 1 j ' f 1 T 16 I I II I I I AI I I I I I I I I I I 1 1 I ------- --—.� I I I I I I VI 1 I I 7 1 1 1 1 s y 1/ 9 TCO -Oak Park Heights- 1-�•' -� ®— 1 - o int ' Medical Office BuildingNO ow_ — a _ .e.:nK s'®tm®R®v�q.uamacrswc qi I-- I T. , , ,1 I ID- N OMNI Ell MI II II 111-r� I NII t_. I —111111111/41 O ii II o _ 7 e l00 o i ■� �Il��eii� u- ■IIII■I �i o T 1 ..u9,x.�i o — I 11 _ jiIli - 1�IIIA■I I'i—■ill ��l II o �.�li�i-I oil o i it Hu II�IIII■I -I Minn INKS MI IIIa ~` li=::NiaI ii — _ ..N s o :Cl9Nr■I "■lllil■I — v I �iI9NNE■I III 111 1 11 0 $ = ° '1 ^� - III ° i o aim�E. r; c o P! 1 gg • I -! — I II II I Ili ° NUMMI III p • tf: _ iii _�� — IIIIIII o i - — 4 — 0 NMI DM _ MIIII1l■I _ ° 11 ' N: o 1� • — it...'iligui! II 0 Elfin- ili I ill. - II ° Illnl■I IIMiring1 ■I 'i''' - -o li�l �' I 4 iii ° !®Ni:iili !®i•;tifiMt II o t: ■■ o rl I 0 .. A. o 11111111■I r- j X 1'1 i g,, Iintiiil M I I ° 0 / :R I 1 II 11.x■ �InWA/ I�° ��1 r _ I 00000000000000000 4 41 ! IIIIIII!IflIVIII; :H ' i ill �l° ' ' it 14111si l o ° ' 1 111 E Pi H TCO - Oak Park Heights - I-- —7-- I m. ,7 W �� g MedOak Park ical Office Building 3V`l ... „ ts MN C a vs.� 9PPJIm®.... pyG ik N 0 Zri• #2(i° :,..:.. ;:• , .... :. .: .::. ., : • : ' ° 1 , � �.:� ...; : :.....:...:: r :4. moo• :� ' : :s .:: ::: . .., , , ., �ir. PROPOSED MEDICAL 0•.C : . .. „ ...,.,:, :: .. .. A - 285 PARKING STALLS ```'''' Revisions ,.-t:. _ . _ FFE=941.00 F i• ,. ., . $I Tom. ., . I`.: „ : .. ` B W . ... a.—a----- 9 bz ll3 .-b.w-P�.,. +.�.� .lit .•, ...... ... . r .,. . ' ........ ` .,• .,.: . . . ..., ,.,.... .. ., .... •• ....... ...... . �. , , `.. Z • .,....,...,....................... .,.,...,....,.. .,..,..,..,.....,..,.....,.."......,...,,. „ . vi S ......,........• ........................,........,............,......,.•....................,....................... .....,., .....•.....,........,.... .... .....,.. le Ur et W Z a= d 0 0 Colculofon Summary Luminaire Schedule Label CoIcType Units Avg Max Min Avg/Min Moe/Min W 0 Y 1.Standard Reflectance of neat.80/50/20 unless noted otherwise Symbol Qty Label Desolation Arrangement Lunt Lumens Lum.Wath LLE 1•- Q CalcPts I Illuminance Fc Ob7 39 0.0 -N.A. N.A. — V 2.Nota Construction Document,for Design purposes only2 110E 3 RAR2-3201-110-4K7-3 SINGLE 15452 100.3 0.900 Ln I—O 3.Standard indoor talc points®30'A F.F.unless noted otherwise 7, 2 110E 4W RAR2-3201-110-407-4W SINGLE 15211 100.3 0.900 4.Standard outdoor colt points®Grade unless noted otherwise _ 1 1101.SOW RAR2-320L-110-407-5QW SINGLE 15556 100.3 0.900 5.Mlazgar Associates assumes no responsibility for installed light levels D 6 1101.5QW AR2-3201.-110-4K7-5QW BACK-BACK 15556 100.3 0.900 Pope MO 1 due to field conditions,etc. HUBBELL Roseau Outdoor Lighting DATE: LOCATION: .1f 21 TYPE: PROJECT: CATALOG#: AREA/SITE LIGHTER FEATURES • Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as retail,commercial and campus parking lots _ .. • Featuring Micro Strike Optics which maximizes target zone illumination with minimal losses at the house-side,reducing light trespass issues • Visual comfort standard • Compact and lightweight design with low EPA • 3G rated for high vibration applications including bridges and overpasses • Control options including photo control,occupancy sensing,NX Distributed Intelligence'and 7-Pin with networked controls • Best in class surge protection available p RELATED PRODUCTS ® 1 V�tQP!� OLCQI! p Airo 8 Cimarron LED 8 Ratio Family cus 1P66 r. CONTROL TECHNOLOGY Site \ RN DISTRIBUTED" INTELLIGENCE wiSCAPETM SPECIFICATIONS CONSTRUCTION ELECTRICAL CONTROLS(CONT'D) • Rectilinear form mimics the traditional • Universal 120-277 VAC or 347-480 VAC input • wiSCAPE®available with in fixture wireless shoebox form factor keeping a similar but voltage,50/60 Hz control module,features dimming and updated style and appearance,ideal for • Ambient operating temperature-40°C to 40°C occupancy sensor via 7-pin retrofit applications • Drivers have greater than 90%power factor • Die-cast housingwith hidden vertical heat and less than 20%THD CERTIFICATIONS • DLC®(DesignLights Consortium Qualified, fins that are optimal for heat dissipation while • LED drivers have output power over-voltage, with some Premium Qualified configurations. keeping a clean smooth outer surface over-current protection and short circuit Please refer to the DLC website for specific protection with auto recovery • Corrosion resistant,die-cast aluminum product qualifications at www.designlights.org housingwith powdercoat paint finish • Field replaceable surge protection device p provides 20kA protection meeting ANSI/ • Listed to UL1598 and CSA C22.2#250.0-24 PTICS IEEE C62.41.2 Category C High and Surge for wet locations and 40°C ambient O • PTtire optical aperture illuminates to create Location Category C3;Automatically takes temperatures a larger luminous surface area resulting in fixture off-line for protection when device • 3G rated for ANSI C136.31 high a lowglare appearanceis compromised without sacrificing vibration applications optical performance CONTROLS • Fixture is IP66 rated • 80,160,320 or 480 midpower LEDs • Photo control,occupancy sensor and wireless available for complete • Meets IDA recommendations using 3K CCT • 3000K,4000K or 5000K(70 CRI)CCT on/off and dimming control configuration at 0 degrees of tilt • Zero uplight at 0 degrees of tilt • 7-pin ANSI C136.41-2013 photocontrol WARRANTY • Field rotatable optics receptacle option available for twist lock • 5 year limited warranty photocontrols or wireless control modules INSTALLATION (control accessories sold separately) • See HLI Standard Warranty for • Standard square arm mount,compatible with • 0-10V dimming leads available for use with additional information B3 drill pattern control devices(provided by others,must • Optional universal mounting block for ease specify lead length) of installation during retrofit applications. • SiteSync"wireless control system is available KEY DATA Available as an option or accessory for via 7-pin See ordering information and details square and round poles. Lumen Range 3,000-32,000 at:www.hubbelllighting.com/sitesync • Knuckle arm fitter option available for 2-3/8" Wattage Range 25-227 OD tenon.Max tilt of 60 degrees with 4 • NX Distributed Intelligence"available with degree adjustable increments.(Restrictions in fixture wireless control module,features Efficacy Range(LPW) 118-155 apply for 7-pin options) dimming and occupancy sensor Fixture Projected Life(Hours) L70>238K Weights lbs.(kg) 13.5-24(6.1-10.9) Page 1/7 Rev.12/18/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. ` LHUBBELL (HUBBEL ) RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.678.1000/Website www.hubbelloutdoorcom - Liahtino - HUBBELL HUBBELL Outdoor Lighting DATE: I LOCATION: TYPE: 'PROJECT: CATALOG#: AREA/SITE LIGHTER ORDERING GUIDE _ ------------- Example:RAR1-80L-25-3K7-2-UNV-ASQ-BL-NXWE-BC CATALOG# ORDERING INFORMATION -i _ _ #LEDs-Wattage Distribution Optics Rotation RAR1 Ratio Area 80L-25 25W-3,000 Lumens 3K7 3000K,70 CRI 2 ES TYPE II Blank for no rotation UNV Universal 120-277V Size 1 80L-50 50W-6,000 Lumens 4K7 4000K,70 CRI 3 IES TYPE III L Optic rotation left 120 120V 160L-70 70W-9,000 Lumens 5K7 5000K,70 CRI 4W IES TYPE IV R Optic rotation right 208 208V 1 160L-100 100W-12,000 Lumens SOW IES TYPE V 240 240V RAR2 Ratio Area �320L-110 110W-15,000 Lumens , 347277 2347 Size 2 320E-140 140W-18,000 Lumens 480 480V 320L-165 165W-21,000 Lumens 480L-185 185W-24,000 Lumens 480L-210 210W-27,000 Lumens 480L-240 240W-30,000 Lumens ORDERING INFORMATION CONTINUED miiiiiimi— — — Color Control Options Ncteoie Options ASO Arm mount for square BL Black textured NXWE NX Wireless Enabled BC Backlight control pole/flat surface DB Dark bronze textured (module+radio) CD Continuous dimming ASOU Universal arm mount for GT Graphite textured NXSPW_F NX Wireless,PIR Occ. F Fusing(must specify voltage) square pole/flat surface Sensor,Daylight Harvesting' GYS Light gray smooth TB Terminal block Mounting Round Poles NXSP_F NX,PIR Occ.Sensor,Daylight PS Platinum silver smooth Harvesting' 2PF 2 power feed with 2 drivers' A_ Arm mount for round pole' WH White textured Control Options Other A_U Universal arm mount for CC Custom color round pole' SCP 40F Programmable occupancy sensor° Mounting Other 7PR 7-Pin twist lock receptacle WB Wall bracket 7PR-SC 7-Pin receptacle with shorting MAF Mast arm fitter for 2-3/8" cap OD horizontal arm 7PR-MD4OF Low voltage sensor for 7PR K Knuckle 7PR-TL 7-Pin PCR with photocontrol Notes: 1 Replace"_"with"3"for 3.5"-4.13"OD pole,"4"for 4.18"-5.25"OD pole."5"for 5.5"-6.5"OD pole 2 Replace"_"with"14"for up to 14'mounting height,"30F"for 15-30'mounting height 3 Not available with 80 LED versions 4 At least one SCPREMOTE required to program SCP motion sensor STOCK ORDERING INFORMATION Catalog Number Lumens ','J.at?gc LED Count CCT CRI Volage D.strlbi!Lon Moues ny F,'Hil RAR1-100-4K-3 12,000 100W 160L 4000K/70CRI 120-277V Type 3 Square Arm Bronze RAR1-100.4K-4W 12,000 100W 160L 4000K/7OCRI 120-277V Type 4W Square Arm Bronze RAR2-140-4K-3 18.000 140W 320E 4000K/70CRI 120.277/ Type 3 Square Arm Bronze RAR2-140-4K-4W 18,000 140W 320L 4000Kl7OCRI 120-277V Type 4W Square Arm Bronze RAR2-165-4K-3 21,000 165W 3201 4000K/70CRI 120-277V Type 3 Square Arm Bronze RAR2-165-4K-4W 21,000 165W 320L 4000K/7OCRI 120-277V Type 4W Square Arm Bronze Page 2/7 Rev.12/18/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. !R esa HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.6781000/Website www.hubbelloutdoor.com ��z Lio F+tino HUBBELL HUBBELL DATE: LOCATION: Outdoor Lighting TYPE: PROJECT: CATALOG#: AREA/SITE LIGHTER OPTIONS AND ACCESSORIES-STOCK(ORDERED SEPARATELY) Catalog Number Description ❑ RARRPA3DB Round pole adapter 3.5"to 4.13"for ASO arm,3.5"to 4.13"OD pole,dark bronze finish ❑ RARA3UDB Universal mount for square pole or round pole 3.5'to 413",dark bronze finish ❑ RARBC8OL Ratio blacklight control 80L ❑ RARBC160L Ratio blacklight control 1601 ❑ RARBC320L Ratio blacklight control 3201 ❑ RARBC480L Ratio blacklight control 4801 ACCESSORIES AND REPLACEMENT PARTS- MADE TO ORDER Catalog Number Description RAR—ASOU—XX Universal arm mount for square pole/flat surface2 ❑ RAR—A_U-XX Universal arm mount for round poles'1 ❑ RAR—RPA_—XX Round pole adapter,' ❑ SETAVP-XX 4"square pole top tenon adapter,2 3/8"OD slipfitter2 ❑ RETAVP-XX 4"round pole top tenon adapter,2 3/8"OD slipfitter for max.Four fixtures(90o);order 4"round pole adapters separately2 ❑ BIRD—SPIKE-3 Ratio size 1 bird deterrent/spikes ❑ : BIRD—SPIKE-4 Ratio size 2 bird deterrent/spikes ❑ RARWB—XX Wall bracket-use with Mast Arm Fitter or Knuckle' 1 Replace"_"with'3'for 3.5"-4.13"OD pole,"4'for 4.18"-5.25'OD pole,"5'for 5.5'-6.5'OD pole 2 Replace'XX'with desired color/paint finish CONTROLS Control Options Standalone SW7PR SiteSync"on fixture module via 7PR S W US B SiteSync"Software on USB SWTAB SiteSync"Windows Tablet S W B RG SiteSync'"Wireless Bridge Node SWFC SiteSync"Field Commission Serve SCPREMOTE Order at least one per project location to program and control Networked—Wireless WIR-RME-L wiSCAPE External Fixture Module12 NX Networked—Wireless NXOFM-IR1D-UNV NX Wireless,Daylight Harvesting,BLE,7 pin twisted lock Notes: 1 Works with external networked photosensor 2 wiSCAPE Gateway required for system programming Pager 3/7 Rev.12/18/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HU96ELL; HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.678.1000/Website www.hubbelloutdoor.com HUBBELL riuese�L:. Outdoor Lighting DATE: LOCATION: TYPE: PROJECT: CATALOG#: AREA/SITE LIGHTER PERFORMANCE DATA Nominal System Dist. Description 5K(5000K NOMINAL 70 CRI) 4K(4000K NOMINAL 70 CRI) 3K(3000K NOMINAL 80 CRI) Wattage Watts .Type Lumens LPW B U G Lumens LPW B U G Lumens LPW B U ; G 23438 135 1 0 1 3445 136 1 1 0 1 3240 128 1 1 0 1 3 3460 136 1 0 1 3467 136 1 0 1 3260 128 1 0 1 25 25.4 4W 3406 134 1 0 1 3412 134 1 0 1 3209 126 1 0 1 5QW 3483 137 2 0 1 3490 137 2 0 1 3282 129 2 0 1 2 6310 127 1 0 2 6323 127 1 0 2 5946 120 1 0 2 3 6349 128 1 0 2 6362 128 1 0 2 5983 120 1 0 2 50 49.8 4W 6233 125 1 0 2 6245 126 1 0 2 5873 118 1 0 2 500W 6392 129 3 0 1 6405 129 3 0 1 6023 121 3 0 1 RAR1 2 9486 139 1 0 2 9505 139 1 0 2 8938 131 1 0 2 3 9544 140 1 0 2 9563 140 1 0 2 8993 131 1 0 2 70 68.4 4W 9395 137 1 0 2 9414 138 1 0 2 8853 129 1 0 2 50W 9608 140 4 0 2 9628 141 4 0 2 9054 132 4 0 2 2 11976 133 2 0 2 12000 133 2 0 2 11285 125 2 0 2 3 12050 134 2 0 2 12074 134 2 0 2 11354 126 2 0 2 100 90.0 4W 11861 132 2 0 2 11885 132 2 0 2 11177 124 2 0 2 5QW 12131 135 4 0 2 12155 135 4 0 2 11431 127 4 0 I 2 2 15326 153 2 0 3 15357 153 2 0 3 14442 144 2 0 3 3 15421 154 2 0 3 15452 154 2 0 3 14531 145 2 0 3 110 100.3 4W 15180 151 2 0 2 15210 152 2 0 2 14304 143 2 0 2 5QW 15525 155 4 0 2 15556 155 4 0 2 14629 146 4 0 2 2 19395 146 2 0 3 19434 146 2 0 3 18276 137 2 0 3 3 19515 147 2 0 3 19554 147 2 0 3 18389 138 2 0 3 140 133.2 4W 19210 144 2 0 3 19248 145 2 0 3 18101 136 2 0 3 5QW 19647 148 5 0 3 19686 148 5 0 3 18513 139 5 0 3 2 21651 141 3 0 3 21695 141 3 0 3 20402 133 3 0 3 3 21785 142 3 0 3 21828 142 3 0 3 20527 134 3 0 3 165 153.6 4W 21444 140 3 0 3 21487 140 3 0 3 20206 132 3 0 3 5QW 21932 143 5 0 3 21976 143 5 0 3 20666 135 5 0 3 RAR2 2 26046 149 3 0 3 26098 150 3 0 3 24543 141 3 0 3 3 26207 150 3 0 3 26259 150 3 0 3 24694 142 3 0 3 185 174.5 4W 25797 148 3 0 4 25849 148 3 0 4 24308 139 3 0 4 5QW 26384 151 5 0 3 26437 152 5 0 3 24861 143 5 0 3 2 28848 145 3 0 4 28906 146 3 0 4 27184 137 3 0 4 3 29027 146 3 0 4 29085 147 3 0 4 27351 138 3 0 4 210 198.2 4W 28572 144 3 0 4 28630 144 3 0 4 26924 136 3 0 4 5QW 29222 147 5 0 4 29281 148 5 0 4 27536 139 5 0 4 2 32087 141 3 0 4 32151 142 3 0 4 30235 133 3 0 4 3 32285 142 3 0 4 32350 143 3 0 4 30422 134 3 0 4 240 226.9 4W 31780 140 3 0 4 31844 140 3 0 4 29946 132 3 0 4 5QW 32503 143 5 0 4 32568 144 5 0 4 30627 135 5 0 4 • Lumen values are from photometric test performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown.Actual performance may differ as a result of end-user environment and application. Page 4/7 Rev.12/18/19 0 2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. FAJBBL�L • HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.678.1000/Website www.hubbelloutdoor.com �v ivy Liohtinn HUBBELL Outdoor Lighting DATE: 1 LOCATION: TYPE: PROJECT: CATALOG#: AREA/SITE LIGHTER ELECTRICAL DATA #OF Nominal Input Oper.Current System Power LEDS Wattage Voltage (Amps) (Watts) 120 0.21 _ 208 0.12 25 240 0.11 25.4 277 0.09 120 0.42 208 0.24 50 240 0.21 49.8 RAR1 277 0.18 120 0.57 70 208 0.33 68.4 240 0.29 277 0.25 120 0.75 100 208 0.43 90.0 _ 240 0.38 277 0.32 120 0.84 208 0.48 110 240 0.42 100.3 277 0.36 120 1.11 208 0.64 140 240 0.56 133.2 277 0.48 120 1.28 208 0.74 165 240 0.64 153.6 RAR2 277 0.55 120 1.45 208 0.84 185 240 0.73 174.5 277 0.63 120 1.65 208 0.95 210 240 0.83 198.3 277 0.72 120 1.89 240 208 1.09 226.9 240 I 0.95 277 0.82 LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) Ambient Temperature Lumen Multiplier 0°C 32°F 1.03 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 50°C 122°F 0.97 Use these factors to determine relative lumen output for average ambient temperatures from 0-40"C(32-104'F). PROJECTED LUMEN MAINTENANCE Ambient OPERATING HOURS Temperature 0 25,000 TM-21-11 L90 36,000 50,000 100,000 L70(Hours) 25°C/77°F 1.00 0.97 0.95 0.93 0.86 238,000 40°C/104°F 0.99 0.96 0.95 0.93 0.85 225,000 Page 5/7 Rev 12/18/19 C,2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting.Inc.Specifications subject to change without notice. H�BFI,j HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.678.1000/Website www.hubbelloutdoorcom Liohttirio - HUBBELL HUBBELLOutdoor Lighting DATE: I LOCATION: TYPE :PROJECT: CATALOG#: AREA/SITE LIGHTER DIMENSIONS RAR1 d- 5.0" ►. 14.0" _... . (127mm) (356mm) • ,';�I—�= 4 19.0" ► �•••� (463mm) di 5w.,..J■.. .3 \I UM ,........ .i @■....2.:.:■gj 12.0,. ••K'••nri (305mm) I iti■■Y :0. Ose.mom, 3.25" s''es■■;tib ke "'••f• (83mm) _'j I—•— RAR2 4_. 7.5" ►. 19.5" ► (191mm) (495mm) • ■ � � al I'' rr. ® 27.0" ► •}r,a40,00'. (686mm) I A . rr, �` 17.39" :rr." ---ci `.j• •, 'c__ ,,, (442mm) 4 - .Y .*,.rc_,'a`_ 3.25" �x.. • r. :=== - (83mm) 9 ISL. o t d ADDITIONAL INFORMATION MOUNTING Ili. lig rill pa 1101„„ Arm Mount-Fixture ships MAF-Fits 2-3/8"OD arms Knuckle-Knuckle mount Wall Mount-Wall mount Universal Mounting- with integral arm for ease Roadway applications. 15°aiming angle increments bracket designed for Universal mounting block of installation.Compatible for precise aiming and building mount applications. for ease of installation. with Hubbell Outdoor B3 control,fits 2-3/8"tenons Compatible with drill drill pattern. or pipes. patterns from 2.5"to 4.5" SITESYNC 7-PIN MODULE 1111 • SiteSync features in a new form • Available as an accessory for new construction or retrofit applications(with existing 7-Pin receptacle) • Does no interface with occupancy sensors Site 5Unc SW7PR // P',,.e_6/7 Rev.12/18/19 0 2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. HiJBBEI HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.6781000/Website www.hubbelloutdoor.com .. Lint-it-Arlo - HUBBELL HUBBELL' Outdoor Lighting DATE: I LOCATION: TYPE: I PROJECT: CATALOG it: AREA/SITE LIGHTER ADDITIONAL INFORMATION (CONT'D) NXSP-14F 2.3- 58 mm 3.5" 0 f,/ 24' 89 mm fizois‘...." `- Sensor Lens Coverage and Detection Patterns � , '--1 <//if .� �, When Mounted at 8ft with Low Mount lens %... -e, 1.3" 33mm NXSP-30F "--7-::' w 2.3 n�v- r i / When Mourned at Sof and 4 R with Standard Lens mm r89 mm 011411AN rreziintiv�• � wd. 33 mm r SCP-40F 50' I e 3.2" 81 mm 0' 25' %440.141417..: ` IIS. H1s,I 1.04�� 0' �.�� 100' 2T --'ff �\�\ am,'':•.. ' A 26 mm OA 2s ao' ,------,7 t 1 \����6���\ 50' 40' 3a 20' 10' 0' 10' 20' 30' 40' 50' RP"���VW�\ 11,111 X502 5 0 25' RAR1 EPA 0 .41/1110 41 RAR-1 EPA at 0' EPA at 30" .45ft.2 .56ft.2 13m2 .17m2 RAR2 EPA RAR-2 EPA at Cr EPA at30' .55ft.2 1.48ft.2 .17m2 .45m2 SHIPPING Catalog G.W(kg)/ Carton Dimensions Number CTN Length Width Height Inch(cm) Inch(cm) Inch(cm) RAR1 15(6.8) 20.75(52.7) 15.125(38.4) 6.9375(17.6) RAR2 19(8.6) 25(63.5) 15.125(38.4) 6.9375(17.6) USE OF TRADEMARKS AND TRADE NAMES All product and company names,logos and product identifies are trademarks'or registered trademarks 0 of Hubbell Lighting,Inc. or their respective owners.Use of them does not necessarily imply any affiliation with or endorsement by such respective owners. Page 7/7 Rev 12/18/19 ©2019 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. FA.,, A HUBBELL RARLED-SPEC 701 Millennium Blvd•Greenville.SC 29607/Tel 864.678.1000/Website www.hubbelloutdoor.com hitiews SSS-H SERIES Cat.# ,7 HUBBELL HUBBELL C Job Type Outdoor Lighting POLES Approvals SQUARE STRAIGHT STEEL APPLICATIONS 0 • Lighting installations for side and top mounting of luminaires with effective projected area(EPA)not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTION • SHAFT:One-piece straight steel with square cross section,flat sides and minimum 0.23"radius on all corners;Minimum yield of 46,000 psi(ASTM-A500, Grade B); Longitudinal weld seam to appear flush with shaft side wall;Steel base plate with axial bolt circle slots welded to pole shaft having minimum yield of 36,000 psi (ASTM A36) • BASE COVER:Two-piece square aluminum base cover included standard • POLE CAP: Pole shaft supplied with removable cover when applicable;Tenon and post-top configurations also available • HAND HOLE: Rectangular 3x5 steel hand hole frame(2.38" x 4.38" opening); Mounting provisions for grounding lug located behind gasketed cover • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with minimum yield of 55,000 psi(ASTM F1554). Overall Galvanized hardware with two washers and two nuts per bolt for leveling Height 10'-40' Anchor bolt part numbers: 3/4 x 30 x 3—TAB-30-M38 1 x 36 x 4—TAB-36-M38 FINISH • Durable thermoset polyester powder coat paint finish with nominal 3.0 mil thickness • Powder paint prime applied over"white metal"steel substrate cleaned via mechanical shot blast method • Decorative finish coat available in seven standard colors; Custom colors available; RAL number preferable; Internal protective coating available WAREHOUSE'STOCKED'POLES: • SSSH2O-40A-4-HV-DB-RDC,SSSH25-40A-4-HV-DB-RDC and SSSH30-50B-4-HV-DB-RDC O • The HV designation in the above catalog numbers is a combination of the S2 pattern and the B3 pattern Handhole 18" POLE CAP TENON BASE COVER BASE DETAIL Anchor Bolt r t . :.L- Hex Nut Bolt Square(Outer) "\ / Flat Washer �— ,t ,-------• Base Plate - .,,. Ini Bolt Square(Inner) �/ c '// Bolt Projection _ 7,1 N / Flat Washer .,,�rf �� r-Bolt Circle(Outer) / Hex Nut "0- ( �, �� Grout with drain 'Engineering �;• � Optional - Engineering of (, :JJ Bolt Circle(Inner) -- footing by others • Level Foundation tad' ORDERING INFORMATION Reference page 2 for available configurations ORDERING EXAMPLE: 555- H - 25 - 40 - A/B/C - 2L - 52 - DB - UL SERIES Etrin SHAFT THICKNESS MOUNTING DRILL PATTERN FINISH OPTIONS SSS-H Square Straight Reference page 2 Reference page 2 Reference 1 Single arm mount S2 2 bolt,3.5" DB Dark Bronze GFI' 20 Amp GFCI Steel Pole Ordering matrix Ordering matrix page 2pattern Textured Receptacle and Hubbell Outdoor Ordering matrix 2 Two fixtures at 180° Cover 2L Two fixtures at 90' B3 2 bolt,2.5" BL Black Textured spacing, WH White Textured EHH Extra Handhole 3T Three fixtures at 90' Ratio C05' .5"Coupling GR Gray Textured 4 Four fixtures at 90° COT .75"Coupling PS Platinum Silver TA Tenon(2.38"OD Smooth C20' 2"Coupling x4"Tall) MOUNTING ORIENTATION - -Denotes handhole location TB Tenon(2.88"OD CC Custom Color Mpg' Mid-pole Luminaire 4 x 4"Tall) Bracket 1 2 2L 3TVM2 2nd mode vibra- �- ' TC Tenon(3.5"OD tion damper �� u LLLJJJ I�kf—1 x 6"Tall) LAB Less Anchor Bolts LLLJJJ LJ` TR' Removable Tenon (2.38"x 4") UL UL Certified OT Open Top(includes ACCESSORIES-Order Separately pole cap) Catalog Number Description 1 Removable tenon used in conjunction with side arm mounting.First specify desired arm VMI' 1st mode vibration damper configuration followed by the`TR"notation.Example:SSS-H-25-40-A-1-S2-TR-DB 2 Specify option location using logic found on page 2(Option Orientation) VM2SXX 2nd mode vibration damper 3 VM1 recommended on poles 20'and taller with EPA of less than 1. __ HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 _ HUBBELL Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to change without notice. _ Lighting u 2019 HUBBELL OUTDOOR LIGHTING.All Rights Reserved•For more information visit our website--www.hubbelloutdoor.com • Printed in USA SSS-H POLES-SPEC 12/19 ORDERING INFORMATION(Continued) Height Nominal Wall Bolt Circle Bolt Circle Bolt Square Base Plate Catalog Number Anchor bolt size Bolt Projection Pole weight Feet Meters Shaft Dimensions Thickness (suggested) (range) (range) Square SSS-H-10-40-A-XX-XX 10 3.0 4"square 0.125" 9" 8 -10" 5.66"-7.07" 9' 3/4"x 30"x 3" 3.5 77 SSS-H-12-40-A-XX-XX 12 3.7 4"square 0.125" 9" 8"-10" 5.66"-7.07" i 9' 3/4"x30"x 3" 3.5 90 SSS-H-14-40-A-XX-XX 14 4.3 4"square 0.125" 9" 8"-10" 5.66"-7.07" 9" 3/4"x30"x 3" 3.5 103 SSS-H-16-40-A-XX-XX 16 4.9 4"square 0.125" 9" 8"-10" 5.66"-7.07" 9" 3/4"x30"x 3" 3.5 116 SSS-H-18-40-A-XX-XX 18 5.5 4"square 0.125" 9" 8°-10' 5.66"-7.07" 9" 3/4"x30"x 3" 3.5 129 SSS-H-20-40-A-XX-XX 20 6.1 4"square 0.125" 9" 8"-10" 5.66°-7.07' 9" 3/4"x30"x 3" 3.5 142 SSS-H-25-40-A-XX-XX 25 7.6 4"square 0.125" 9" 8"-10" 5.66"-7.07' 9' 3/4"x 30"x 3" 3.5 175 SSS-H-14-40-B-XX-XX 14 4.3 4"square .188" 11" 10"-12" 7.07"-8.48" 10.50" 3/4"x30"x 3" 3.5 152 SSS-H-16-40-B-XX-XX 16 4.9 4"square .188" 11' 10"-12" 7.07"-8.48" 10.50" 3/4"x30"x 3" 3.5 171 SSS-H-18-40-B-XX-XX 18 5.5 4"square .188" 11" 10"-12' 7.07"-8.48" 10.50" 3/4"x30"x 3" 3.5 190 SSS-H-20-40-8-XX-XX 20 6.1 4"square .188° 11" 10"-12" 7.07'-8.48" 10.50" 3/4"x30"x 3" 3.5 209 SSS-H-25-40-B-XX-XX 25 7.6 4"square .188" 11' 10"-12' 7.07"-8.48" 10.50' 3/4"x 30'x 3' 3.5 257 SSS-H-30-40-B-XX-XX 30 9.1 4"square .188" 11" 10"-12" 7.07"-8.48" 10.50" 3/4"x 30"x 3" 3.5 304 SSS-H-16-50-B-XX-XX 16 4.9 5"square .188" 11' 10.25"-13.25" 7.25"-9.37" 11.50' 1"x 36"x 4" 4.5 219 SSS-H-18-50-B-XX-XX 18 5.5 5"square .188" 11" 10.25"-13.25" 7.25"-9.37" 11.50" 1"x36°x 4" 4.5 243 SSS-H-20-50-B-XX-XX 20 6.1 5"square .188" 11" 10.25'-13.25" 7.25'-9.37' 11.50" 1"x36"x 4" 4.5 267 SSS-H-25-50-B-XX-XX 25 7.6 5"square .188" 11" 10.25"-13.25' 7.25'-9.37' 11.50' 1°x 36"x 4" 4.5 327 SSS-H-30-50-B-xX-X0( 30 9.1 5"square .188" 11° 10.25"-13.25" 7.25"-9.37° 11.50" 1"x 36"x 4" 4.5 387 SSS-H-25-50-C-XX-XX 25 7.6 5"square .25" 11" 10.25"-13.25" 7.25"-9.37" 11.50" 1"x36"x 4" 4.5 427 SSS-H-30-50-C-XX-XX 30 9.1 5"square .25" 11" 10.25"-13.25" 7.25"-9.37" 11.50" 1"x36"x 4" 4.5 507 SSS-H-20-60-B-XX-XX 20 6.1 6"square .188" 12" 11.00"-13.25" 7.81"-9.37' 12.25" 1-1/4"x 42"x 6" 5.0 329 SSS-H-25-60-B-XX-XX 25 7.6 6"square .188" 12" 11.00"-13.25' 7.81"-9.37' 12.25" 1-1/4"x 42"x 6" 5.0 404 SSS-H-30-60-B-XX-XX 30 9.1 6"square .188" 12" 11.00"-13.25" 7.81"-9.37" 12.25" 1-1/4'x 42°x 6" 5.0 479 SSS-H-35-60-B-XX-XX 35 10.7 6"square .188" 12' 11.00"-13.25" 7.81"-9.37" 12.25" 1-1/4"x 42"x 6" 5.0 554 SSS-H-40-60-B-XX-XX 40 12.2 6"square .188" 12" 11.00"-13.25" 7.81"-9.37" 12.25" 1-1/4"x 42"x 6" 5.0 629 SSS-H-30-60-C-XX-XX 30 9.1 6"square .25" 12" 11.00"-13.25" 7.81"-9.37" 12.25" 1-1/4"x 42"x 6" 5.0 614 SSS-H-35-60-C-XX-X.X 35 10.7 6"square .25" 12" 11.00"-13.25" 7.81"-9.37' 12.25' 1-1/4"x 42"x 6" 5.0 712 SSS-H-40-60-C-XX-XX 40 12.2 6"square .25" 12" 11.00"-13.25" 7.81"-9.37" 12.25" 1-1/4"x 42"x 6° 5.0 809 NOTE Factory supplied template must be used when setting anchor bolts.Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts. EHH-EXTRA C05-C07-C20- VM1 - VIBRATION DAMPER VM2- VIBRATION DAMPER VM2SXX- VIBRATION DAMPER HANOHOLE COUPLING 1ST MODE 2ND MODE 2ND MODE vna, II. C3 2"::cT::a:re&in � 11 PoeIli [.] 3/4"-14 VM2S16-16' 12-to NPSC Threads VM2S20-20' VM2S24-24' Provision for Grounding Field Installed Pole Top damper designed Factory installed,internal damper designed Field installed,internal damper designed to to reduce pole top deflection or sway. VM1 to alter pole resonance to reduce movement alter pole resonance to reduce movement is recommended for pole systems 25'and and material fatigue caused by 2nd mode and material fatigue caused by 2nd mode taller with a total EPA of 1.0 or less. vibration. vibration. GFI-20 AMP GFCI MPB-MID POLE BRACKET OPTION ORIENTATION RECEPTACLE&COVER Square Steel Pole Follow the logic below when ordering location specific Square Steel Pole options.For each option,include its orientation(in degrees) J . and its height(in feet).Example:Option C07 should be Standard hand ordered as:SSS-11-20-40-A-TA-DB-C07-0-15 hole frame Attachment stub 5"long welled to pole (.5"coupling on the handhole/arm side of pole,15 feet up Adapter platefrom the pole base)1'spacing required between option. 2"pipe tenon Gasket 4.25"tail Consult factory for other configurations. 20 AMP GFCI `\, * '1,, \+cOl - Bolt Square(Outer) Wet Locations yv Bolt Square(Inner) In-use Cover '\, ` l+) ``�, ` °��n�- ' 10�` a I r,;:,-. .�, Bolt Circle(Outer) Arm,3"Sq.o 13.5"long 270.' III m 90' ships separately P 4,, _ ':ut Bolt Circle(Inner) ,&1 For more information about pole vibration and vibration dampers,please consult https://hubbellcdn.com/ohwassets/HLI!or::'or/resources/rterature/filesLFnfe Wind_Induced_Flyer HL010022.pd1 Due to our continued efforts to improve our products,product specifications are subject to change without notice. dffilab HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 HUBBELL .HUBBELL Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to change without notice. Lighting 2019 HUBBELL OUTDOOR LIGHTING,All Rights Reserved•For more information visit our website www.hubbelloutdoor.com • Printed in USA SSS-H POLES-SPEC 12/19 ASCE7-05 WIND MAP FLORIDA REGION WIND MAP v --- -- \ \ 130 120 115 \ \ 90 140 115 130 �� 15 r 1:0.. 85 \1 \ -W(, d 1330 *-�4 +`- ' rAi' `� 6ltoo �(��~-s .4)--. - 140 130 • 150 fik ��,if ,40 �`� r� �� �� � ; , ,�• .� 160 \ \ 150 1110* 9 I 170 c. � I/ � \ ( 1601 p140 1.•(► Florida region wind map above is170 � �� Special Wind Region(Consult Local Authorities) , 140 based upon 3-second gust winds and \''�� 180 140 the 2017 Florida Building Code 180 '� HAWAII-105 mph 0 ��,30 ,�� ALASKA REGION WIND MAP PUERTO RICO-145 mph 10j� ` 10 lb % ;-444 ,30 10o IF � t. 41,1 90 7. ,. >,-- ,. 130 \�4a• , "sh, • 110 'L2.0.•t t�'.. 120 ASCE 7-05 wind map EPA Load Rating-3 second gust wind speeds 130 (Use for all locations except Florida) Catalog Number 85 90 100 105 110 120 130 ' 140 145 150 Florida Building Code 2017 EPA Load Rating-3 second gust wind speeds SSS-H-10-40-A 25.0 25.0 25.0 22.8 20.6 17.0 14.2 11.9 11.0 10.1 Oise for Florida only) 555-14-12-40-A 25.0 25.0 20.0 18.0 16.1 13.2 10.8 8.9 8.1 7.4 Catalog Number 115 120 130 140 150 160 170 180 555-14-14-40-A 23.1 20.4 16.1 14.3 12.8 10.2 8.2 6.6 5.9 5.3 SSS-H-10-40-A 25.0 25.0 25.0 25.0 21.4 18.4 15.9 13.9 SSS-H-16-40-A 19.0 16.7 13.0 11.5 10.1 7.9 6.2 4.7 4.1 3.6 SSS-H-12-40-A 25.0 25.0 23.6 19.8 16.7 14.2 12.1 10.4 SSS-H-1B-40-A 15.6 13.6 10.0 9.0 7.8 5.9 4.4 3.1 2.6 2.1 SSS-H-14-40-A 25.0 23.1 19.0 15.7 13.1 10.9 9.1 7.6 SSS-H-20-40-A 12.7 10.9 7.9 6.9 5.9 4.2 2.8 1.7 1.3 0.9 SSS-H-18-40A 20.8 18.7 15.2 12.3 10.1 8.2 6.7 5.4 SSS-H-25-40-A 7.3 5.9 3.8 2.9 2.1 0.8 NR NR NR NR 555-14-18-40-A 16.8 15.0 11.9 9.4 7.5 5.9 4.5 3.4 555-14-20-40-A 13.6 11.9 9.2 7.1 5.3 3.9 2.7 1.7 SSS-H-14-40-B 25.0 25.0 23.3 20.8 18.6 15.1 ' 12.3 10.2 : 9.2 8.4 SSS-H-25-40-A 1 7.4 6.2 4.1 2.5 1.1 NR NR NR SSS-H-16-40-8 25.0 24.9 19.4 17.3 15.4 12.3 9.9 8.0 ( 7.2 6.4 555-14-18-40-B 24.0 20.8 16.1 14.2 12.5 9.8 7.7 6.1 5.3 4.7 SSS-H-14-40-B 25.0 23.6 19.4 16.1 13.4 11.2 9.4 7.8 WS-H-20-40-B 20.2 17.5 13.2 11.6 10.1 7.7 5.9 4.4 3.8 3.2 SSS-H-16-40-B 21.4 19.2 15.6 12.7 10.4 8.5 6.9 5.6 SSS-H-25-40-8 12.8 11.0 7.9 6.7 5.5 3.7 2.3 1.2 0.7 NR SSS-H-18-40-B 17.2 15.4 12.2 9.7 7.7 6.1 4.7 3.6 SSS-H-30-40-B 8.0 6.6 4.1 3.1 2.2 0.8 NR NR NR NR SSS-N-20-40.8 13.9 12.3 9.5 7.3 5.5 4.1 2.9 1.9 SSS-H-25-40-8 7.7 6.4 4.3 2.6 1.3 NR NR NA SSS-H-16-50-B 125.0 25.0 25.0 25.0 24.8 20.1 16.5 13.6 12.3 11.2 SSS-H-30-40-B 3.2 2.1 NR NR NR NR NR NR SSS-H-18-50-B 25.0 25.0 25.0 22.9 20.4 16.4 13.2 10.7 9.6 8.6 SSS-H-20-50-B 25.0 25.0 21.3 18.9 16.7 13.2 10.4 8.1 7.2 6.3 555-14-16-50-B 25.0 25.0 25.0 25.0 25.0 21.4 18.2 15.5 SSS-H-25-50-B 20.7 17.8 13.3 11.5 9.8 7.2 5.0 3.3 2.6 1.9 SSS-11-18-50-13 25.0 25.0 25.0 24.4 20.4 17.0 14.2 11.9 SSS-H-30-50-B 13.5 11.3 7.7 6.2 4.9 2.8 1.1 NR NR NR SSS-H-20-50-B 25.0 25.0 24.4 19.9 16.3 13.4 11.0 8.9 SSS-H-25-50-8 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-H-25-50-C 25.0 25.0 19.4 17.1 15.1 11.7 9.0 6.9 6.0 1 51 SSS-H-30-50-8 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-H-30-50-C I 20.1 I 17.3 12.7 10.9 9.3 I 6.6 4.5 2.8 2.1 1.4 SSS-H-25-50-C 21.8 19.3 15.0 11.5 8.8 6.5 4.7 3.1 SSS-H-30-50-C 13.7 11.7 8.2 5.5 3.3 1.5 NR NR SSS-H-20-60-B 25.0 25.0 25.0 25.0 25.0 1 20.2 16.1 12.9 11.5 10.3 i 555-1i-25-60-B 25.0 25.0 20.6 18.0 15.6 11 8 8.7 6.2 5.2 4.2 555-14-20-60-B 25.0 25.0 25.0 21.9 17.8 14.5 11.7 9.4 SSS-H-30-60-8 21.4 18.1 12.9 10.7 8.8 5.7 3.3 1.3 NR NA SSS-H-25-60-B 23.8 20.9 16.1 12.3 9.2 6.6 4.5 2.8 SSS-H-35-60-B 14.0 11.3 6.9 5.2 3.6 1.0 NR NR NA NR SSS-H-30-60-B 14.6 12.3 8.4 5.3 2.8 0.8 NA NR SSS-H-40-60-B 8.1 5.8 2.2 nr NR NR NR NR NR NR SSS-H-35-60B 7.5 5.6 2.4 NR NR NR NR NR 555-14-40-60-B 1.8 NR NR NR NA NR NR NR SSS-H-30-60-C 24.3 20.5 14.6 12.2 10.2 6.8 4.2 2.2 1.3 0.5 5SS-H-30-60C 14.6 12.3 8.4 5.3 2.8 0.8 NR NR SSS-H-35-60-C 16.6 13.5 8.6 6.6 4.9 2.1 NR NR NR NR S55-H-35-60-C 7.5 5.6 2.4 NR NR NR NR NR SSS-H-40-60-C 10.6 7.9 3.7 2.1 0.6 NR NR NR NR NR SSS-N-40-60-C 1.8 NR NR NR NR 1 NR NR NR HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 HUBBELL rn tee Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to change without notice. _ Lighting 0 2019 HUBBELL OUTDOOR LIGHTING,All Rights Reserved•For more information visit our website:www.hubbelloutdoor.com • Printed in USA SSS-H POLES-SPEC 12/19 NOTES • Allowable EPA,to determine max pole loading weight,multiply allowable EPA by 30 lbs. • The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Florida Region Wind Map for the 2010 Florida Building Code.The Wind Maps are intended only as a general guide and cannot be used in conjunction with other maps.Always consult local authorities to determine maximum wind velocities,gusting and unique wind conditions for each specific application • Allowable pole EPA for jobsite wind conditions must be equal to or greater than the total EPA for fixtures,arms,and accessories to be assembled to the pole.Responsibility lies with the specifier for correct pole selection.Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shall void the manufacturer's warranty • Wind speeds and listed EPAs are for ground mounted installations.Poles mounted on structures(such as bridges and buildings)must consider vibration and coefficient of height factors beyond this general guide;Consult local and federal standards • Wind Induced Vibration brought on by steady,unidirectional winds and other unpredictable aerodynamic forces are not included in wind velocity ratings.Consult Hubbell Lighting's Pole Vibration Application Guide for environmental risk factors and design considerations.httpsJ/hpbbellcdn.com/ohwassets/HU/outdoor/resources/literature/files/Pole_Wind Induced Flyer HL010022.pdf • Extreme Wind Events like,Hurricanes,Typhoons,Cyclones,or Tornadoes may expose poles to flying debris,wind shear or other detrimental effects not included in wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. HUBBELL Hubbell Outdoor Lighting•701 Millennium Boulevard•Greenville,SC 29607•Phone:864-678-1000 HUBBELL HUBBELL HUBBELL Outdoor Lighting Due to our continued efforts to improve our products,product specifications are subject to change without notice. Lighting 0 2019 HUBBELL OUTDOOR LIGHTING, All Rights Reserved•For more information visit our website.www.hubbelloutdoor.com • Printed in USA SSS-H POLES-SPEC 12/19 28 Stantec Consulting Services Inc. Stantec 733 Marquette Avenue Suite 1000,Minneapolis MN 55402-2309 March 4, 2020 File: 193800151 Attention: Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. Oak Park Height, MN 55082 Reference: Twin Cities Orthopedics - Preliminary Plan Review Dear Eric: As requested, we have reviewed the information submitted regarding the proposed Twin Cities Orthopedics Project. The information reviewed includes preliminary, not for construction engineering drawings, and stormwater related documents received 2/12/2020 with updates on 2/25/2020. Further review will be forthcoming when construction plans are submitted. Following are our preliminary comments and/or recommendations: Sheet C100-200— Existing Conditions and Removals Plan, Site Plan 1. The legal descriptions for the new and vacated drainage and utility easements have been reviewed. Our review with one comment is enclosed with this letter. 2. The pavement patch for the utility installation 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. The patch joints will be butt joints. 3. The plan calls for raising a sanitary manhole and casting. The City requires a minimum of 2-inches of rings and maximum of 8-inches of rings. Clarify the details of adjusting this structure. 4. Include ADA compliant pedestrian ramps where the trail crosses the driveways. 5. Provide details for the flumes (note 32). 6. Provide details for the modular block retaining wall (note 40). 7. Include all applicable City Detail Plates. 8. Refer to the Fire Department review of fire lanes and circulation. Design with community in mind March 4,2020 Mr. Eric Johnson Page 2 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review Sheet C300 -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. Further detail and review of the area north and northwest of the building is needed. There is potential for poor drainage and standing water if that area is not graded correctly, and the drainage pattern in relation to the adjacent property and building needs to be confirmed. 3. Indicate a depth of excavation for the pond expansion at the southeast corner of the site. 4. The stormwater facilities proposed for the site including facilities that encroach into the drainage and utility easements and the City right-of-way, shall be considered private and shall be owned and maintained by the Owner. 5. Include all applicable City Detail Plates. Sheet 400—Erosion Control Plan 1. Show soil stabilization along the northern side of the site. 2. The legend shows turf reinforcement mat, clarify where this is being used. 3. Include applicable City Detail Plates. 4. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. Sheet C500 - Utility Plan 1. Connections to the City's sewer and water systems shall be per City standards and detail plates. 2. The City or its designee will be present for water and sewer service connections to the City's systems. 3. The proposed wet tap in Memorial Drive will need to be coordinated with the City's Public Works Department. 4. The watermain, hydrants and sanitary sewer that serve the site will be private and maintained by the owner. 5. Include all applicable City Detail Plates. March 4,2020 Mr. Eric Johnson Page 3 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review Storm Sewer/Storm Water Management 1. This property is part of the Kern Center pond drainage area. As part of the agreement with Browns Creek Watershed District, all stormwater management requirements are provided within the drainage area to the Kern Center pond. 2. Please provide storm sewer calculations that show the conveyance, at a minimum, of a 10-year storm event in the parking lot storm sewer system. 3. A sump manhole with skimming structure should be placed at the last catch basin manhole of the storm sewer system prior to entering the Kern Center pond to provide pretreatment. 4. The proposed new storm sewer facilities on site shall be considered private and shall be maintained by the Owner, except for the ditch within the relocated drainage and utility easement. 5. The project is subject to review by the Brown's Creek Watershed District. The City shall be provided a copy of the permit approval letter from the BCWD and any required maintenance 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 Brown's Creek Watershed District. 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 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. Design with community in mind March 4,2020 Mr. Eric Johnson Page 4 of 4 Reference: Twin Cities Orthopedics-Preliminary Plan Review Regards, Stantec Consulting Services Inc. Lee M. r' nn, PE MN,WI,CA Principal Phone:612-712-2085 Lee.Mann@stantec.com Enclosure: Legal description review c. file Julie Hultman, Building Official Andrew Kegley, Director of Public Works Scott Richards, City Planner Kevin Sandstrom, City Attorney ADDENDUM TO DEVELOPMENT APPLICATION (PID No. 06-029-20-13-0013) The Development Application submitted by Keith Heimer on behalf of TCO Real Estate-Fund 2, LLC, is hereby supplemented by adding the following additional requests: 1. Applicant requests that the Property be released from any previous development agreements with the City, including but not limited to the Developer's Agreement dated February 7, 2002, filed March 14, 2002 as Document Number 3220302. 2. A portion of the existing drainage and utility easement on the Property needs to be relocated in order to facilitate the proposed development. Attached as Exhibit A is a proposed legal description and site show plan showing the portion of the easement to be vacated. Attached as Exhibit B is a proposed legal description and site show plan showing the proposed new drainage and utility easement. 3. The Property is subject to Resolution No. 07-08-55 by City of Oak Park Heights dated August 28, 2007, filed October 19, 2007 as Document Number 3666637. Applicant requests that this resolution be vacated and replaced with a new resolution setting forth the specific requirements relating to Applicant's proposed development of the Property. 69344913 vl EXHIBIT A C 2)20 V.,t' ocd Prute SS:UOJI Se MCC1.irl( 1)41'IN Drainage and Utility Easement Vacation Description That part ofthe Drainage and Utility Easement os dedicated on lot?-6fo J OAK PARK .STAT/ONN according to the recordedp/at thereof Washington County. Minnesota,described as follows Commencing at the soatkeastery corner of soia tat?,•thence Noah 37 degrees 71-rminiers 1844.conds East ossurned bearing long the southeasterly/Me of said Lot 2 a distance of 1078 feet to o northeasterly line of a Drainage and Utility Easement as dedicate on sore OAK-PARK-51;44/0N;thence North 30 degrees 65 minuMs30 seconds Wert along said nor'••heaster1y line, a distance a/:.l 55 feet Mem,'North 54 degrees S?minutes+5 seconds West, continumg a/ong said northeasterly line a distance o/5/3%r ro the born of beguining at the easement to be:awed tnencc Norn 5::degrees 53 minutes 3'sicom s 144w coruinuing along said nor!icoslecly line a distance of 3000 feet..thence'tort'35 degrees.06Otihules 24.secands East,a distance of 31952 feet to the norrheosrerly line of the Safe southwester)$86 Si feet ono!2 thence Souls!54degtees 53 miiiles 35 seconds fast' Mono said northeasterly line of Pie 907 Sout/.westerly 3865?feet a stancedof 30.00 feet. 5catn 35 degrees 06 minutes. seconds:Vest a distance of 3./9 52 feet to the oath! ' of beginning Drainage and Utility Easement Vacation area= 9,586 sq.f! i, A s <.•irnn co E 2 • SHUT NUMBER Twin Cities Westwood Drainage and 1 Orthopedics o1.ri 7:212)7.1;7 1270 ll'•'o•t•""•q[1 Utility Easement o` f.• !1.)1.37.4)7 Yn•w..1 MN:.7V 2 Oak Pa k tie ohs.A4lnneso;a ,atvoco0 .Vrabo..,s„„�,„; Vacation Sketch WOE. 02/CGf 20 PROJECT NUMBER 0025802 GJ 20'.,csis\'.•;.d Professional Services,Inc 1 c. NN: Northeasterly lane of the Suurr,+.r3a:•ly 386 52 feet __ ` Za \ '. Of Lot 2,R:,c: 2 OAK DARKSTAT1QN `1 ` /1(1111 joltibC7P LOT 24i11`, V 1�N. ,S.. 1j ; . �ell In A f�' rr) A L 2 f(i t,4 r+ Ji ^T A 7-1/-\, 1 1 , LJ,-I 1 , /-1 l \ ! \ ,iii!�06YsL 4,/ l /-1 11 l J t Y .' •I `j��YY l �`aP� 1 0 . BLOCK 1 'f1, g N A' ar Opp . : o'''8. 1J' N 0` I, N .( 3 ,1 it y% ' Sx:7hwesta y lane N IF / eI Let 7 a;a�1, i . / I OAK PARK STATION > A r /litge. lrSay ,y�yr.;, pI 4M z ?'o•:2,-��a� 1 N r t '4. n-6„".4....3 � °S X11 r ���I �Iphl`PARK�isAIiG \ ?4� C4rG ,� r' . .b ,B �:.- 5.13 Of J4 % \ \ 1j .4` .oV9:iron `r. a \ ,, 'N.: %% _ ..... iiir., Point of Commencement----. :... T_ Southeasterly comer ---- g cwcao µs of Lot Z Block 1, wrw uw OAK PARK STATION 5 0' 60 120 8 U.143 w rmr►+ SHEET NUMBER Twin Cities WestwoodDrainage and 2 OJOrthopedics041,7014M +��..�onWa^,.r Utility Easement of P.. n671017-6= worm rechrolOsagent Wiwrn.. 016•11.174131Vacation Sketch Oak Park Heights.Minnesota ,,y,,,,iiooe ,.,s,,,�r,,, DATE 02ND,20 PROJECT NUMBER 0025E02,00 EXHIBIT B 0:u Westwood Professional Services.Inc Drainage and Utility Easement Description A Drainage and Utildy Easement over,under and across that pari of the southwe'ste'rly 3865' feet of-Lot 2,Bloch 1, OAK PARK STATION,according to the recorded plat thereof Washington County,Minnesota, de scribed os follows. Co•rlmc'rnclny at the soutineasterly"comer of said Lot 2.thence North.17 peprees 21:wholes 16 seconds Eos: assumed bear:ng loop the southeasterly line of said i o:i,a dis:once or 10.78 feet to a northeoste&line of Drainage and Uhi;.y Lawmen:as coca:c on sod OA/'PARR'STATION and the actual point of beyin.•':ng ofthe easement to be descr:bee:, thence A'orrn 30 cegrees 45.ennui es 50 sec ands West along said:roc:heasteily tine a distance 0/137 55/net. thence South 54 drgrees 53 in:hates 5-seconds East a atstance of 3/67 feet thence 1/arth 82 sterees 21 minutes 18 seconds East, a distance of 56.65 feet :hence North 37 deyrres 21 nn rtes 16 seconds East, c distance o/75.f7S/eel thence North 54 degrees 53 minutes 35 seconds West a distance of 12470 feet thence Non'h 25-degrc'es OE minutes 24 seconds ras:.a distance or30 AO feet to the no'Tl eoste'/y line a/said cn,.th rnsreay SRF SJ IF,'t a/int 2 thence South SJ aeprees 53 minutes 35 seconds fast along said'so'theaster/y line a distance of 175.41 lee;:a said Saitlheas:er y line a/soda tat 2 thence South-37 aegrees 21 minutes 18 seconas West along said soumenster,'v line a distance 0117601 feet to the point of beg inning U'atnage aha Utility Easement area=24,094 sa/t fi[...lc .11 • ysgte4 :•k SHEET NUMBER Twin Cities Westwood Drainage and 1 Orthopedics -• dart''°Ire .1rV11MMM . IM01.. •4..110 Utility Easement OF I. O ,0174121 Ynrwnw�MN61Y1 2 UM,. f1•1101,MO RMM16MOM Sketch Oak Pork Hagnls.I,A�nnesola v, .,ate,,..s,,,,,,,,, DATE 02/%120 PROIEC'NUMBER 0925802 00 I. 2020 Westwood Professional 5"-.cc.s Inc •:nehrraa:ct.}y:r-oproriaofnwetfer(/386 5?Jed -- / c'Lot I Bface i 0ArtPOrS'lAfl9lr-' -.,( ' \.v _ 14J2O I) /41:01; `Q il 1‘14,S), t Ir%r1 �. A ;, r i.' ----T- :i"‘. A I J{+ I 'II 111,1). 41, , , iI� � , v ... BLOCK 1 ft.: i ,,,,, / If / // ! /' t -s e. ` IXt = /: ,,, i 1 Soufnwesrerfy rifle .„ /-,;• o/Lot 2.81ockI. ;4. J, i OAK PARK STATION,f 1 ^ ...,1„:4:011111, ,<) 0\V J • ' � `ctf /4// II 1 0 ', "Cif, I-i[ . . 1 ;. ,. / „\- <,..., - V�_ , i l�j u� �� of �. , NI 1 ;qj',/ll.` V i 11 ag. .. _ NR- -1471. �' Point of Commencement. ! \\\/ S01IThtouet{y.Cotne' #, DAX—PARK-STATION 7 cKcao 4tl ii pw" !,4 / 0 60 120 8 "x - SHEET NUMBER Twin Cities WestwoodDrainage and 2 Orthopedics ti.rr a��,N10 »•1�»- - • �Q , Utility Easement o` o 0621',Man inewou.a,.,n,MKS '°"n. °",,:o "'""°'"'" Sketch Oak Park Heights,Minnesota ,�,,,,,`„d,,a,�,,,,,Sptq,,,„• OATS 02106120 PROJECT NUMBER 0025BRC0 6,4.4 2.9 . „ or 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, Arborist Date: 3/2/2020 Re: Twin Cities Orthopedics Landscape Plan Review I have reviewed the landscape plans submitted by Keith Heimer for the Twin Cities Orthopedics plans dated 2/25/2020. The following includes my comments and/or recommendations: Landscape Plan (Sheet Number L100) The overall design of the plan is attractive and will complement the building well. The plan includes an acceptable species selection of deciduous trees, coniferous trees, ornamental trees, shrubs and perennial plants to be installed ((924) total plantings). All plantings must be on private property not the City boulevard right-of-way. Most plants included in the plan are hardy under local growing conditions, tolerant or resistant to major insect and disease problems and fairly low maintenance. All plant sizes, root and container classes included in the plans conform to the City of Oak Park Heights zoning ordinance requirements. Plant Schedule The final plans must include the following items: 1. Quantities for each variety of tree/shrub/perennial in addition to the total quantity in the Plant Schedule. 2. Include the symbols used in the Landscape Legend also in the Plant Schedule. 3. Include the spacing for Coniferous Shrubs, Deciduous Shrubs and Perennials in the Plant Schedule (revise X'-X" O.C. and X" O.C.). 4. I recommend replacing Malus 'Red Splendor' with a disease resistant variety such as Malus 'Prairifire' or another species such as Syringa reticulata 'Ivory Silk'. TREE CITY U.S.A. Landscape Requirements The locations chosen for most plants are appropriate. The only exception would be the placement of the trees in the parking lot islands. The trees included in the plans for the islands can grow to be very large at maturity (25' spread x 25' tall) even though they are ornamental trees. The parking lot medians typically will not allow enough rooting space for these trees to grow to a healthy maturity and will create traffic visibility conflicts in the future. I recommend replacing the ornamental trees that will be larger at maturity with ornamental grasses or ninebark shrubs (both are low maintenance). Landscape Details (Sheet Number L101) Planting Notes/Planting Detail The landscape notes and planting detail submitted is acceptable. Please include the following items on the final plans: 1. All trees must be landscape grade trees of good form and structure not Park Grade trees. Trees with poor form will be more prone to storm damage and failure in the future. Please include this in the planting notes. 2. Burlap, wire and all rope must be removed from the top 12" of the root ball on all trees. 3. All trees must be straight and not need staking after planting. Contractor shall stake trees only if the tree(s) begin to lean within the guarantee period, please include this in the final planting notes. 4. The landscape contractor is required to plant trees and shrubs according to the approved planting detail diagrams and landscape notes submitted with the final approved landscape plan. This will be checked after planting and any deviations from the plans must be corrected before the landscaping will be approved by the City, this needs to be noted in the final plans. 5. Contractors doing any type of tree work must secure a City of Oak Park Heights Tree Worker's License for 2020 from the City of Oak Park Heights Building Department. All required documents must be submitted with the application. 6. The City Arborist will conduct an Initial Landscape Inspection after all plants/trees, mulch, ect. have been installed. 7. The City Arborist will conduct a Final Landscape Inspection typically (1) year after installation, at the end of the plant guarantee period. For Final Acceptance of Installation and Landscape Plants the specified planting procedures must have been followed and all plants must be alive and in good condition at the end of the plant guarantee period. 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. TREE CITY U.S.A.