Loading...
HomeMy WebLinkAbout07-15-2010 Planning Commission Meeting Packet CITE OF OAK PARK EIS TS PLANNING MMISSI N MEETING AGENDA THURSDAY, JULY 159 2010 7 *000 P.M. 7:00 p.m. I0 Call to order Estimated tines IIa Approval of Agenda III. Appr aval of .Tune 10 2010 MeetinR Minutes (1) Iv® Department 1 Commission Liaison / other Reports V. visitors /Public Comment This is an opportunity for the public to address the Commission with questions or concerns on issues not paz of the regular agenda. (Please limit comments to three minutes) v® Public Near ing 7.10 p.m. A. White Castle to consider requests for Planned Unit Development: General Plan Approval, Conditional Use Permit and Site Plan & Design Guidelines Review related to the construction of a White Castle restaurant located at 5950 Norwich Ave. N. (2) V11. Old Business V111. New Business Ix. Informational A. Upcoming Plannin Commission Meetings Augustl 2, 2010 7:00 p.m. (Council Chambers) September 16, 2010 7:00 p.m. (Council Chambers) October 14, 2010 7:00 p.m. (Council Chambers) B. Council Representative July — Commissioner Bye August — Commissioner Dougherty September — Commissioner LeRoux X. Adjourn. ENCLOSURE CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING MINUTES THURSDAY, JUNE 10 2010 I. Call to Order: Commissioner B called the meetin to order at 6:00 p.m. Present: Commissioners Li1je and Powell Cit Administrator Johnson, Cit Planner Richards and Commission Liaison Runk. Absent Commissioner LeRoux. II. Approval of A Commissioner Powell, seconded b Commissioner Li1je moved to approve the A as presented. Carried 3-0. III. Adjourn to Work Session — Plannina Commission Vacanc Interviews: Chair B adjourned the re meetin and moved to the work session for the purpose of conductin interviews of applicants interested in appointment to the one vacanc upon the Plannin Commission. IV. Reconvene Re Me A. Commission A oin tment Recommendation: Discuss and make recommendation of appointment to Commission vacanc for a 3- term commencin Jul 2010 and culminatin Ma 31, 2013. Chair B reconvened the re g ular meetin notin that the Commission had been adjourned to a work session for the purpose of interviewin applicants interested in bein appointed to the one vacanc upon Plannin Commission. Chair B seconded b Commissioner Powell, moved to recommend that the Cit Council appoint Chuck Dou to the Plannin Commission for a term commencin in Jul 2010 and culminatin Ma 31, 2013. Carried 3 -0. V. Approval of May 13, 2010 Minutes:, Commissioner Li1je seconded b Commissioner Powell, moved to approve the Minutes as presented. Carried 3 - 0. V1. Department/Council Liaison Reports: Cit Administrator Johnson provided a brief update on the Cit Hall project, notin that this was the first meetin of the Plannin Commission in the new buildin Johnson reported that the demolition of the old buildin went well and that thin continued to move forward, addin that earl to mid-Au is the tar date for re-establishin the Cit Hall parkin lot. VII. Visitors/Public Comment: None. Planning Commission Meeting Minutes June 10, 2010 Page 2 of VIII® Public Ilear°r so A. Aldil, Inc. & I & S Group to consider requests for subdivision, preliminary and final plat approval, signage variance, and site plan review related to the construction of an Aldi store located at the SE earner of 60 "' St. & Nova Scotia Ave. City Planner Richards reviewed the June 3, 2010 planning report, providing an issue analysis, including design guideline elements as they apply with adopted design guidelines and discussed the same. Chair Bye opened the hearing for public comment and invited the applicant to address the Commission. Andy Brandel of I & S G r oup intr oduced h imse lf and Ryan Stemmons, Director of Deal Estate for Aldi, noting that he felt City Planner Diehards reviewed their plan and requests very thoroughly and that they were available to address any questions the Commission may have. Discussion ensued as to comments regarding the planning report conditions, architectural elements, landscaping, cart system, signage, building size and design in relation to existing Minnesota stores, an the building materials planned for use. Commissioner Powell, seconded by Commissioner Liljegren moved to close the public hearing. Carried 3 — 0. Commissioner Lai�jegren, seconded by Commissioner Powell, moved to recommend City Council approve the requests for subdivision, preliminary and final plat approval, signage variance, and site plan r eview with the conditions of City Planner Richards June 3, 2010 amended to be read as follows: 1. The final plat and development agreement shall be sub ect to review and approval of the City Engineer and the City Attorney. 2. The cash park dedication amount shall be calculated by the City and shall be required prior to recording the final plat. 3. The Planning Commission was favorable to the location of and the screening for the loading dock. 4. The grading, drainage and utility plans shall be subject to the review and approval of the City Engineer. Planning Commission Meeting Minutes .Tune 10, 2010 Page 3 of 4 5. All lighting fixtures shall be full cut off and installed in compliance with the lighting standards of the Zoning ordinance. All visible interior lighting shall also be full cut off. G. The outdoor lighting shall be turned off one hour after closing, except for approved security lighting. 7. The landscape plans are subject to review and approval of the City Arborist. 8. The Planning Commission recommends the sign variance for two additional wall signs, each on different facades and not exceeding 22 square feet each. 9. Mechanical equipment that is located on the roof and visible from street level or from neighborhood properties shall be screened with materials that blend harmoniously with the building facade materials. The Planning Commission was favorable to the screening devices. 10. The City does not object to Aldi 9 s plan to install a conduit in the 60 "' Street bight of way to facilitate the possible burial of Xcel distribution powerlines located adjacent to the site. Installation of the conduit and lines shall be subject to the approval of the City Engineer. 11. The Planning Commission was favorable to the sustainability initiatives proposed by the applicant. 12. The Planning Commission recommended that the applicant revise the building elevations to include decorative caps on each of the vertical column details. 13. The Planning Commission was favorable to the building material selection and colors. 14. The Planning Commission recommended the addition of seating areas at the front entrance. 15. The applicant shall provide a plan for the addition of front entrance plantings subject to review and approval of City Staff. 16. A bile racy shall be added at the front entrance of the building. Carried 3 — 0. Plannin Commission Meetin Minutes June 10, 2010 Pa 4 of 4 I® Old B None. X. New Business: None. X1. Informational: U-Peomin Plannin Commission Meetin g s: Jul 15, 2010 7:00 p.m. ( Council Chambers) Au 12 2010 7:00 p.m. ( Council Chambers) September 16, 2010 7:00 p.m. ( Council Chambers) Council Re resentative: June - Commissioner LIIje Jul — Commissioner B ID X11. irnment., Commissioner Powell, seconded b Chair B moved to adjourn. Carried 3 - 0. Respectfull submitted, Julie Hultman Plannin & Code Enforcement Officer Approved b the Plannin Commission: 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 NMOSM-114? Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@Plannin PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: Jul 8, 2010 RE: Oak Park Hei — White Castle — 6 oth Street North between Norwich and Novak Avenue North TPC FILE: 236.02 — 10.02 BACKGROUND White Castle has made application to locate a restaurant in Oak Park Hei at 5950 Norwich Avenue North. The application includes re for Planned Unit Development ( PUD ) General Plan Approval, Conditional Use Permit, Site Plan and Desi Standards Review. A General Plan, PUD approval is re in that the CSM development that included the Lowe's and other retail was completed b the PUD process. The site is 39,542 s feet in size and has been previousl platted as part of the CSM development. The site is zoned B-4, Limited Business District in which restaurants are a permitted use. The drive thru and convenience food establishments are allowed throu a conditional use. EXHIBITS The review is based upon the followin submittals: Exhibit 1: Site Plan (Sheet 1) Exhibit 2- Landscape Plan (Sheet 2) Exhibit 3: Draina Area Map (Sheet 3) Exhibit 4- Existin Conditions Surve Exhibit 5: Li Plans Exhibit 6: Site Detail Sheet Exhibit 7: Refuse/Rec Enclosure Plan Exhibit 8: Architectural Elevations (A-3.0) Exhibit 9: E Plan and Interior La (EQ1} Exhibit 10: Color Elevations Exhibit 11: Li Specifications Exhibit 12: Photo of Existin White Castles Exhibit 13: Wall Si Details Exhibit 14: Report of Cit Arborist PROJECT DESCRIPTION The proposed White Castle is to be located just west of the Bremer Bank on 60th Street North. It is a one stor buildin approximatel 2,500 s feet in size. Access is from Norwich and Novak Avenue North via a connectin private roadwa The White Castle is interconnected with the commercial center to the west. Traffic flow throu the White Castle will be one wa with dia parkin The drive throu order board and pick up window will be on the east fa The proposed buildin will be an off white color with a cream color base. Blue and white stripped awnin are proposed above the doors and windows. The section of the report that discusses the Desi Guidelines will g o into more detail re the buildin materials and colors. The applicants have proposed two wall si and no freestandin monument. No si variance is re as part of this development re ISSUES ANALYSIS Comprehensive Plan. The propert is desi as Commercial on the Proposed Land Use Map. The White Castle restaurant will be consistent with this land use desi Zonin The propert is zoned B-4 Limited Business District. Restaurants are a permitted use, but drive throu and convenience food establishments are a listed conditional use. A review of the criteria for this project is as follows. The District re a 40 foot front y ard setback, 10 foot side y ard setback and 20 foot rear y ard setback. The buildin meets or exceeds these re The buildin hei maximum in the B-4 District is 35 feet. At its hi point, the buildin will be 22 feet, 8 inches. Section 401.301.E of the Zonin Ordinance lists criteria for review of drive throu and convenience food establishments. All of the issues raised in those criteria have been addressed in this report. The one item that should be reviewed carefull b the Plannin Commission is the first critera that specifies compliance with the Desi Guidelines. Subdivision. The propert has been platted as Lot 5, Block 1, Oak Park Commons. No other subdivision review is re 2 Access. As indicated, the site will be accessed b the existin private road that connects Norwich and Novak Avenue North. The roadwa has been paved and completed with curb and g utter. Parkin Section 401.15.17.9 of the Zonin Ordinance re one off street parkin stall for each 35 s feet of g ross floor area or service and dinin area and one space for each 80 s feet of kitchen and stora area. Additionall two spaces are re for the drive-throu and 180 feet of drive aisle stackin space must be included. The parkin calculation for this site is as follows: 925 s ft (seatin x.9 332 135 = 24 spaces 1500 s ft (kitchenlstora x.9 1350130 = 17 spaces 2 drive throu spaces = 2 spaces Tota 1 43 spaces The site plan indicates that there are 43 parkin stalls planned for the development, two of which are disabilit accessible. The la as desi will meet the re number of parkin stalls and disabilit accessible stalls. The parkin spaces are 9 foot dia stalls with 18 foot drivewa aisles in compliance with the Zonin Ordinance. The parkin area will be completel surrounded b curb and g utter. All of the parkin areas are setback from the propert lines in accordance with the Planned Unit Development approvals. There will be landscaped areas at the front and rear of the buildin as well as surroundin the parkin lot. t Loadin areas/Trash Enclosure Location. The loadin access to the buildin will be from the parkin lot and deliveries are made at the rear of the structure. The representatives of White Castle have indicated that deliveries are made at off peak hours so as not to disrupt traffic flow within the site. The trash enclosure is located at the rear of the buildin and is constructed of the same materials as the main structure. Grad in na ities. Gradin draina and utilit plans have been provided b the applicant. The Cit En will provide a separate report on en issues. The g radin g , draina and utilit plans shall be subject to review and approval of the Cit En The applicant has been re to install a conduit along 60th Street to allow for future placement of under power lines that currentl exist alon this ri of wa 3 Li Plans. Fixtures. The li plan indicated a shoe box st full cut off li fixture mounted on a pole and base with a total hei of 24 feet in compliance with the li re All of the parkin lot fixtures are ade setback from propert lines. The plans indicate the locations of the full cut off wall mounted fixtures. Both of these fixtures are consistent with Zonin re As part of desi review the Plannin Commission ma want to comment on the color of the wall mounted fixture. Photometrics. The li plan is in compliance with Zonin re for li intensit except for an area on the northeast side of the propert The fixture in that location should be shielded to reduce the li intensit at the propert line. The li intensit is re to be less than one foot candle at the centerline of adjacent streets and 0.4 foot candies at the propert line. Hours. Outdoor li for parkin lots shall be turned off one hour after closin except for approved securit li Landscapin The submitted plans indicate plantin at the front and rear of the buildin and surroundin the parkin lot. The Cit Arborist has provided a report on the landscapin as attached to this report. The final landscape plan is subject to the review and approval of the Cit Arborist. Mechanical Screenin The plans indicate that the parapet walls are desi to totall screen the mechanical e Si Freestandin Monument Si The Planned Unit Development approvals for this project do not allow for additional freestandin si for this pro The applicants have proposed onl wall si Wall Si The Zonin Ordinance allows for a total of two wall si each on separate facades. The proposed si plan indicates two wall si one on the front fa facin 00th Street and the other facin east. Total Allowable Si The total s foota of si shall not exceed 300 s feet for the site. The wall si are 41 s feet each for a total of 82 s feet. An additional si includin all directional si shall be subject to review and approval of Cit Staff. Si Illumination. The two White Castle lo si are to be internall lit. The si plans show that when the si are illuminated at ni onl the lo portion of the si will be lit. The si as desi should compl with the Zonin Ordinance li re Staff will approve the li specifications for the si at the time of permittin 4 Desi Guidelines Sustainable Guidelines. Cit staff has q uestioned the applicant on how the project has been desi to achieve at least a certain de of sustainabilit The applicant will need to discuss the methods in buildin construction and site desi with the Plannin Commission of how these issues have been addressed. I Architectural Guidelines. Fa Treatments The buildin will have a definite base, middle and top. The base is defined b a different buildin material that has a stone face appearance and the top b a horizontal brick band. The buildin facades are broken up verticall b the tower elements. There is a primar entrance well defined b the tower and awnin Ground Level Expression This is a one stor buildin with a tower feature at the corner. The main entrance is well defined b the awnin and si Transparency The buildin uses g lass on all of the facades exept for the rear which is obscured b the trash enclosure. The Desi Guidelines re at least a 20 percent transparenc on g round floor, street facin facades. The fa facing 60th Street is approximatel 14 percent transparent. The Plannin Commision should discuss this. Entries The buildin features a prominent entr with a tower and awnin Roof De The roofline is broken at the entrance corner b a tower feature. Additionall the roofline is broken b tower like parapets. Staff raises the issue of the tower parapets if the buildin were to cease as bein a White Castle. It is su that these architectural features be removed at such time as this buildin is no lon used b this franchise. The rooftop mechanical e will be completel screened within the parapet of the buildin Buildin Materials and Colors The applicant has provided color elevations for review. The primar buildin materials of brick and g lass will exceed the 60 percent re None of the prohibited buildin materials will be used. Buildin material samples will be available at the Plannin Commission meetin 5 The Plannin Commission should discuss the color. The Desi Guidelines indicate that the buildin color should accent, blend with, or complement the surroundin Warm toned colors are encoura The use of the stone at the base and in the towers would be consistent with the Desi Guidelines. The white brick color is not found in surroundin buildin and is not considered a warm tone. Staff would su that a darker brick color be used. Examples of other White Castles that have been built in the metro area will be shared with the Plannin Commission at the meetin Additionall the Plannin Commission should comment on the color and stripin of the awnin and well as the blue li fixtures. Franchise Architecture The material selection will be ke in determinin if the proposed buildin is consistent with the Desi Guidelines. It is recommended b staff that darker color buildin materials be considered and that the blue awnin and li fixtures be discussed b the Plannin Commission. Site Desi Guidelines Buildin Placement The proposed buildin has a well defined entrance facin 6& Street. The buildin is set back to allow for parkin and landscapin Parkin. Areas The parkin area is landscaped with ade sized perimeter landscapin tormwater Stormwater will be addressed in the Cit En report. Pedestrian and Common Spa.ce A walkwa has been added between the Cit trail and the front entrance of the buildin Front entrance does not plan for an common space or seatin areas. The Plannin Commission should comment. Landsca in Buildin entrance plantin are re and have been provided in the proposed plan. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review -and approval of the Cit Arborist. 6 Uti I ices/Service/Load in /D rive-Th ro u h/Sto ra Areas Addressed elsewhere in the plannin report. Liqhtin Addressed elsewhere in the plannin report. Siqna Addressed elsewhere in the plannin report. Pedestrian/ Bic Routes A bike rack should be added near the front entrance of the buildin CONCLUSION / RECOMMENDATION Upon review of the re for Planned Unit Development General Plan, Conditional Use Permit, Site Plan and Desi Standards Review, Cit Staff would recommend the project with the conditions as follows: 1 The g radin g , draina and utilit plans shall be subject to the review and approval of the Cit En 2. All li fixtures shall be full cut off and installed in compliance with the li standards of the Zonin Ordinance. The li fixture in the northeast corner of the buildin shall be brou into compliance. 3. The outdoor li shall be turned off one hour after closin except for approved securit li 4. The landscape plans are subject to review and approval of the Cit Arborist. 5. All si includin directional si shall be subject to final review and approval of Cit Staff. 6. Mechanical e that is located on the roof and visible from street level or from nei properties shall be screened with materials that blend harmoniousl with the buildin fa materials. 7. The Cit re that White Castle install a conduit in the both Street Ri of Wa to facilitate the possible burial of Xcel distribution powerlines located adjacent to the site. Installation of the conduit and lines shall be subject to the approval of the Cit En 7 8. The applicant shall address sustainabilit initiatives with the Plannin Commission. 9. The Plannin Commission shall discuss the front fa transparenc and determine compatibilit with the Desi Standards. 10. At such time as the White Castle franchise ceases to exist in this location, the tower parapet elements shall be removed and the buildin appearance restored to a reasonable condition as determined b the Cit 11. The Plannin Commission should comment on the buildin material selection and colors, the awnin and stripin and the wall mounted li f ixtu res. 12. The Plannin Commission should comment on the need for common space and seatin areas at the front entrance. 1 3. A bike rack shall be added at the front entrance of the building. A #a Vw. N • • At 11111111w-If 011 RESTAURANT 2,5M S.F. I ■ FF ELEV. 949-DO fill r, 1CMD �i �11��_ _ '—EROSION CONTROL- DANDY BAG A A IIIII DOWN all ■ • PAVEMENT Ail y Ir 1. UMPUP j I 9"aw • Ni A as Kip a feel ` 1 y11 7 A,, , All 0 aw a 1VLntt � ��� At I. AMONG 9XIL M 1 Itl ad .0"cit" L IBS I . We' 4, -------------- ------------ IN" ---------------- ----------------------------- rs ism t 16 I r, APED ■ KEYMAP PLAN T�­ "Wed wi;k-k F r rj M Ih. ftfte GlAcIal do= V it IN/ ' ­HMN UNE or N 11' STATE HIGZAy MN DOT WW PLAT N 36 82-95 6 _­ W file g is le 01::Iotf�_f Tn■ si A Ad fro m S�.P�t Number r OWNER� WNte Castle Systems. I nc oil 'Muc 60TH STREET NORTH Af CONNECT TO E)OSTING SANITARY LATERAL CITY OF OAK PARK RCQUIREMENTS PER Crai Viers t" 565 West Coodale Columbus Ohio 432 15, 1198 i(614) 552'129 Ph (6%) 224-1787 Fax T SIE S8 °38`46 " E 1 .5 0 TO REMAIN W Tq� ENGINEER: The Cla En Company Mike valieff RE TltAlt, T la REMAIN 1. Ste is zomd 34 Limited Business District with a PO Overlay dave-thou facilit 11 920 Wastlina, Industrial Drive SL Louis. Missourl 63146 4 2, Proposed use for site ls. a fast 4bod rastaura rit with 3 Subject parcel I& pad -C" outlet of the Oak Park Commons de%viopment IMCE. SIM C 20 SCALf IN M FFET 4 The development has a storm water facilit alread sized For the outlets. thereFore no detention Is required- SURVEYOR: Alliant En Inc ,­ASPHALT EMLN PAVEMLN • Is. C. Dennis Oirnsteael 23 3 Park Avenue South, State 300 8618 CURB GUTTER,TYP. 1E 7 F LOCATION MAP N T S. 4 M. Am, smrrAAV CC rTYP G'W. WALK. CONC. TYP. T-647.00 tT40.47 of Nil NG_ I - P 12 ADA WALT. SIGN 6" SAN 1YP, RESTAURANT 1000E L. RAMP W1 TRUNCATED DOMES IME nMTME 25M F� 2. FF E LEV. 949.00 - G TRAP STORM T 5 TAPER —CONC LOT 6 38 PAVE DYED E LIGHT STANDARD C14 TYP 4 MENU ARD ORDER STATIO !x939.67 ® 131518 CURB& L --- L k%� ls ,$ 4001'.. GUTTER.TYPI COW, x wt W4 01 r -NENU BOARD Z E] LOT 4 PAVEM Vr ENT M ARK IN G. TYP.. aR s CANOPY TRJ SH JRE ENCL A #a Vw. N • • At 11111111w-If 011 RESTAURANT 2,5M S.F. I ■ FF ELEV. 949-DO fill r, 1CMD �i �11��_ _ '—EROSION CONTROL- DANDY BAG A A IIIII DOWN all ■ • PAVEMENT Ail y Ir 1. UMPUP j I 9"aw • Ni A as Kip a feel ` 1 y11 7 A,, , All 0 aw a 1VLntt � ��� At I. AMONG 9XIL M 1 Itl ad .0"cit" L IBS I . We' 4, -------------- ------------ IN" ---------------- ----------------------------- rs ism t 16 I r, APED ■ KEYMAP PLAN T�­ "Wed wi;k-k F r rj M Ih. ftfte GlAcIal do= V it IN/ Desi MjV DraDrawn RKr Chocked MjV Date k S104110 �Pll A"' 6 _­ W file g is le 01::Iotf�_f Tn■ si A Ad fro m S�.P�t Number r OWNER� WNte Castle Systems. I nc 1 1 of toll, a N A rANI1 'A'd IAL: AZ 1AIIIIINTIC OF GROSS LOT ARE A Crai Viers t" 565 West Coodale Columbus Ohio 432 15, 1198 i(614) 552'129 Ph (6%) 224-1787 Fax T SIE GENERAL NOTFS: ENGINEER: The Cla En Company Mike valieff RE S�Sii R yre9e 1. Ste is zomd 34 Limited Business District with a PO Overlay dave-thou facilit 11 920 Wastlina, Industrial Drive SL Louis. Missourl 63146 4 2, Proposed use for site ls. a fast 4bod rastaura rit with 3 Subject parcel I& pad -C" outlet of the Oak Park Commons de%viopment (314) 692-aaaa Ph. (314) 092-2658 Fax C 20 SCALf IN M FFET 4 The development has a storm water facilit alread sized For the outlets. thereFore no detention Is required- SURVEYOR: Alliant En Inc Scale 1'= 20' • S. Parkin Tabl;a: Required Parking: 35 s per g ross floor area of service adn dinin area; = 26 00 kitchen and Dennis Oirnsteael 23 3 Park Avenue South, State 300 900 s 135 s spaces, and 3 per gross stora ama� 920 s ft. 18D s - 12 spaces - 2 spaces for the drive-thm for a total of 4 parkin spaces Mimeapolis. Minnesota 55415 (612) 766-3060 Ph (612) 755-3009 Fax LOCATION MAP N T S. Parkin Prwdod 4 parkin spaces includin 2 accessible spaces Desi MjV DraDrawn RKr Chocked MjV Date k S104110 Pro Number 6 _­ W file g is le 01::Iotf�_f Tn■ si A Ad fro m S�.P�t Number r e, ali ■ prmedAeod 1 1 of .^,TAIL HIGHWAY DC• umn C% N 1/2 W 2 MN 6QT RIW PLAT Na 1C•95 ..l C•OTH STRECT NORTH •HRECDED HAFDT*M BARK 1- 6 p S NA x 3' DEEP :.HRICER MULCH Y THM Mims � 0 CnY wcn GRADE LAVE OTKTMSF_ IMTED e o Y flELOYf TCP OF POT. TV-OL MU: 1/4 PEAT DAH. OR Plt N Wl AIYA 3/4 CRCAl:C TOPML Ely VOLLZE RDdO1, TIES S AND J OPEN 70P 7/3 Cr CDYxYt. TITp.SIX' BACKFAim 3 27x2" TREATED STAKES CP..MJ 113 AS Tl-;a A-% e � W/ 3/C Rtal}1 8101[ SSZZE Cr ROOTEIALL & 22 CAGE CALM. ME r;!.MFTIY Mm STOCK: P 7;6' APART PRIME 0XLY iF REC'D p uRAP ar-y IF irva- USE ST r TOCLS. DO =MOTE HO 2 }:D7 Cur Lt ucgq 175E STD. ttL"ZSEDY PRACTrF S DIA s T KEP SAUCER » flArK W5tU '�RAOE L�X UVLR1 3 9t> W zss LMEtt vlT t SOP oFr CAUL ONEMK* HOTM ----- Rl)rDX POTS IF PEAT P075' ,CP;M Lux- 1/ MAT [L4p. RQ131i BOT[Gtl ft tlM, AND 3/4 a�GM7C PERFORATE MM MANZ ALL Tom` BY 6'C. UME i' P.A.STTD 'Blmw k ROFF f:'iT'RKe il*.S AHD HIG : et0i'lD.Y. SC.CM PACMr AND CpEB TOP 113 or COER 5YJ06 SHAIANGS FTtCCr DhRE ROOT PLAAr, DO 110T LEAW, iOPSM DAD MLLEDED A 01 HOLE. HO4E TO DE LAM _... :CALF; ml F[CT CROM ]/3 AS RPOK AS D #CUGH TO ACaPT V"COPS nnlCUT S4 0� Ra3TaALL - f MAPS W THDt AP.W'M SCa €o i" = 20' TREE & SHRUB PLANTING DETAILS-_ LOOP APPROXIMATELY HALF THE SIZE OF VSC THIS DE70.1L FOR 3 OR MORE RODMALL NOT TO TOUCH T;WNK. PLACE PLANTS (MOT INCLUVir,C TRLLS). A MNIMUM OF 1" EARTH OY•R CADLL. 5 /1E" CALVANIZEO Inn RAPE .;y 76' X 8" " D" ;TC1- CONCRETE ?k7TH �!NY COV BLOC.'[ 81JRIED AT EACH END W n~ .. F L CRCIL.G CLAMP5 AT • �� - IILQL'KS T CADIt cLArr.P rOOMALL W '�� { ti -A U { AT EACH PLANT ANI Ti -THEE SHR" r DOWN PLAN LANDSCAPE NOT 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL MATERIAL AND PLANTS SHOWY ON THE PLAN WHETHER OR NOT INCLUDED IN THE "PLANT LIST". 2 ALL NURSERY STOCK TO BE WELL CRANCHEO, HEALTHY, FULL PRE- INNOCULATED, AND FERTILIZED. DECIDUOUS TREES TO BE FREE OF FRESH SCARS AND BRANCHES TO A HEIGHT OF 5' ABOVE THE RC'OTBALL. TRUNKS SHALL BE WRAPPED (IF NECESSARY) TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPER SHALL REMpVEL SAID k'frRAP AT THE PROPER 71ME AS A PART Or HIS CONTRACT. ALL NURSERY STOCK SHALL BE GUARANTEED ACCDRDING TO 3'M1TE CASTLE SPECIFICATIONS FOP, SIX MONTHS BEYOND NEXT FULL GROWNG SEASON, 4 CLLAN FRIABLE EARTH 24" MINIMUM DEPTH INCLUDING ti MNIMUM THICKNESS OF ORGANIC TOPSOIL IN ALL PLANTING AREAS SHALL BE PROVIDED AND GRADED By THE G. C. SUBJECT TO OlVER'S APPROVAL 5 ALTERNATES MAY ONLY BE USED 1N THE EVENT OF UNAVAILAJ3I ITY OF THE SELECTED SPECIE WTHIN A REASONABLE_ DISTANCE OR DUE TO SEASON- PROOF MAY BE REQUESTED BY THE OMER Ci. E ERGP.EEN TREES SHALL NOT BE PLANTED DURING ,RUNE, JULY, OR AUGUST. 7 MULCH SHALL BE 3' MINIMUM THICKNESS SHREDDED HARDWOOD BARK OR AS INDICATED ON 1HE PLAN FOR EACH AREA. MULCH SHALL NOT CONTAIN ANY FARM OR OTHER WASTES. 8 THE LANDSCAPE' CONTRACTOR SHALL DESIGN AND INSTALL THE IRRIGATION SYSTEM 9 LANDSCAPE WEED SCREEN SHALE_ BE USED WHEREVER POSSIBLE WTH 8" MINIMUM OVERLAPS. A CHEMICAL DEED PREVENTIVE BARRIER SHALL BE APPLIED IN ALL NON - -GRASS AREAS WHICH DO NOT HAVE WEED SCREEN (I-E! ROOT PROPAGATING GROUND COVERS). t0. SOD AND PLANTING AREAS SHALL BE SEPARATED BY A G_ WOE BLACK VINYL EOGINC NAILED TO 2 X 2 X 18 TREATED STAKES 0 k' INTERVALS OR EDGED AS PER PLAN. EDGING TO HAVE 1" EXPOSURE ABOVE LAID SOD. STAKES TO BE COVERED BY 6AULCH. Ir. REMOVE TOP TWO RUNGS Of ANY WIRE BASKET ON ROOT BALLS OF B &B PLANTING STOCK AFTER TREE HAS BEEN SET' IN PLANTING HOLE. P L A N T L I S T REF OTY SCIENTIFIC NAME CDMMON NAM SI ZE COND ALTERNATE OR REMARKS 2 P(; 5 3 S NNUS RESINOSA - -- W HALUS RED SgLNDERt U;ERV" IONECCRA RED PEn� RED SPCEHDFTi fLOIARING CRAB IDWARF BUSH H0NF`eSUCI<LE s f 7 CAL IFS" HT, B & B B & B COAT, FULL FORM TO CRP STRAIGHT TRUNK. NO V -NOFCH WN, 5 CARES AT HT. SPEC. 9 3F 47 VBURHUTA TRWBUM BMLLY COMPACT 0J0NY9US ALATJS COMPACTUS COMPACT AIJERECAN DWARF EURNNG BUSH M HT. 24" HT. CDNT. CONT. WN. 5 CANES AT HE SPEC - 9N, S CANES AT HT. SPEC, 14 10 SPIREA X RLIFINAL CUR ARE J.1NFERUS Cri*e4lS UONLEP GCLDFL/J S imm SJLIEf &VIPER ? 2C KIT, 24` DIA. COLT. C4.VT. RN. 5 CAKES AT RT. SP ED _ _ WN. 5 CMYS AT HT. SPEC, } f I SHREDDED HARDWOOD BARK MULCH I BLUEGRASS tAXTURE SOD 3 THICK AROUND SHRUBS & TREES 1dlfST BE LOCALLY CRONN T T 2 L 4 « rn rr a w r3 g ❑•� � vi�b'•[ �- 5 F w v��� =� LU a :F u� LD 0 u� 1 C v 3 .0 U Ln w P I11 P. tn d d u FTI Q a Dfmtc M.fy ______ Drawn RKF Crlack P'm Dro __B :dtu174 Pt*Ct Nvmbcr' 08155 Tnn a q-d nM -.1.6 ralp�at 61­�1 0 M1 SIB m Np 0Nm%�f St�cei NtiR117rr T1+c Clayeon C�ginmirky Ca+.o•+r Inc rr xEgn -e ane unbd "ti[ la me 6F4i do*pmM and cnau t.+xn precep- e.,er any - d of : ;": r .a:an _2 T �=D 99 CFA Pm I" ExIstin -1. r-4 Lim G round Line (T mly 4- (T 1 =93? D4 GR NULAR t#930 67 t-940-47 7.=9 90 FILL. TYP 4'- 63.1 R CP @ 1, 011. 80r-15- RCP 11 1,01A 'RrVATE:) (PRNA Ey 'RJVATE) STORM SEWER PR FILES SCALE- I 20' HORZ 10 VLRT. 20 40 SCALE W FEET Scale 1 " = 20' 950 940 t= 939.04 GRAM L FILL, T 930 51' -1 q- RCP 0 1.0% 138'-15' R(LP G 109 ( PPNATC) M SEWER PROFILES SCAL 1 20- HOR14 9 1 - � = 10' VERT.1 EXHIBIT 3 6"n o-c E ii 0 W .r _ dc C5 z LL, . Cn ui G C,) E :) < L) - G -no und L 950 MCA -HGL 940 930 Desi miv Drawn RKF Chacked -MJY Dale 0108109 Pro Number 08155 Shout Number 3 10 ,, 0.08 AC. itz mr.- 0.83 0 - 0.31 E;f* Ac. 0 C- 0. 90 30 - C!! JL 0. 0111 Ac. 0 0- 0. 83 47M T-947 00 A - 0. 06 Ac. A 0. Ac. C 0.90 C - 0.90 RESTAURANT 1 4.62 In/he I - 4.62 inAr 0 - 0.25 efs 2,584S.F. F CLEV. 94900 0 0.29 efs i F Ar. 0.10 Ac. �� I. C -0.90 C - 0.34 I - 4.62 InAir 0-0.83 of a W 0.32 Cf 0.09 Ac. 0 C- 0. VD Ac, 0 Cm 0-3D- ,0-01 .0.10 ON I C - 0. 79 I - 4.62 In/br efs 09 Ac. 0 C- 0.90 02 AD-A-Cm 0--30-- ,0.11 Ac.*C- 0.79 T �=D 99 CFA Pm I" ExIstin -1. r-4 Lim G round Line (T mly 4- (T 1 =93? D4 GR NULAR t#930 67 t-940-47 7.=9 90 FILL. TYP 4'- 63.1 R CP @ 1, 011. 80r-15- RCP 11 1,01A 'RrVATE:) (PRNA Ey 'RJVATE) STORM SEWER PR FILES SCALE- I 20' HORZ 10 VLRT. 20 40 SCALE W FEET Scale 1 " = 20' 950 940 t= 939.04 GRAM L FILL, T 930 51' -1 q- RCP 0 1.0% 138'-15' R(LP G 109 ( PPNATC) M SEWER PROFILES SCAL 1 20- HOR14 9 1 - � = 10' VERT.1 EXHIBIT 3 6"n o-c E ii 0 W .r _ dc C5 z LL, . Cn ui G C,) E :) < L) - G -no und L 950 MCA -HGL 940 930 Desi miv Drawn RKF Chacked -MJY Dale 0108109 Pro Number 08155 Shout Number 3 10 ,, EXHIBIT 4 -OR m Ell( CII r, 1 /7 or NE 1/4 OF SECTION -Z 1144 R44" 0, 60TH STREET NORTH 04t,94 4'!011 0454Z U" .1 .1 L 4460, 04d. 24 I D- P44, 1 l lil 34 F U:" Ell — 4 - nR 44 7 DRAINA61 ANO UYkITY FA%rmf-�T PER n AK PALRIC Com.on5 - NI - - - - - - - - - - - 4 4� - - - - -- - - - - - - - 7� q FUTURE !—T,lRY I (A"N I Or.A TION) mx ND "47 7. H a CH 4.4.w 1114 " ---V - 141: 1'J V./ W 1141 ,41, 1 INCH VIASSINOOD, .44 16 01 Rt Un RM 73 N'>I R r ON Ile. ' U , "2 1 CN q c� x Ld 00 Lp I 2 4NCM CRAB 0 V) 946 INCH �RIXC 01 P 0 Bon 2 INCH "ft.411 bA4 4- b 6, wAlLle� -SERV4-L IL 946.W; rb L=- 1:- 0 ? .44 Cr .916 i T 2q 1 944 P �A c � 04Y it P R "AR ARIC 33 048.26 046M x 1, ;4v 33 Aj J - Si(! A u I 1 4' r fl 20 --- - - - - - - - - s u4u 1W '00"E 181.50 941, �5 l41115 A T Ally ♦ �--- - It to Z v" I 11 L or, 4 - -1 ViT ORM ob 104 Y4a 1u i SS� W A AWi W0 AN a rILLWA7FR A 71) R R N .. T W H TON N N 7 H 'IT N 001l PARK N mi[KII-ITS Z D N VICINITY MAP NOT TO SCALE ISTATS HIIY Ia T 7" mil T ----------------------- - -------------------------------- 7 ------------ - --- - M .- ..... ?BA P13A I II I UTILIFY EASEMENT 77 ---------- X, --- - ------------------------ .J DRAiNAV EAZAIENT POND `i-- ACCESS EASEMENT—" EA SEW TS DE TA X PER DOC. NO 1166984(T) NOT TO SCALE LEGAL DESCRIPTION Lot 5• Block 1. OAK PARK COMMONS. accordin to the recorded plot thereof. Washin Count Minnesota. Notetv 1, The locations of under utilities are depicted based on available rricips• records and 2 The basis of bearin is assumed .3 All distances ore in feet. 4 The area of the above dcocribed property is 39,126 s 0898 ocres b This surve was preporcd from le descriptions supplied and our in house recordr, and e ma not depict 0 11 cc-,emcntc, appurtenances or encumbrance!, affectin th e prop rt 6. Bench Mork, (1) Top Nut of H 80.7 feet west and 59.5 feet south of the northwest corner of Lot 5 has on elevation of 948.04 feet N.G V.D 29, (2) Top Nut of H Boa feet west and 17.0 feet north of the southwest corner of Lol. 5 has on elevation of 948 29 feet N.G VD 29. LEGEND 0 SET MAC NAIL WITH 13RASS WASHER 4 POWER POLL (P FOUND MAC NAIL WITH 13RASS WASHER Xwaa as SPOT ELEVATION A, FOUND P K NAIL GASMAIN HYDRANT C, SANITARY SEWER WATER VALVE STORM SEWER SANITARY MANHDLE WAICIRMAIN C3 CATCH BASIN L L UNDERGROUND ELECTRIC DI TELEPHONE BOX 0- OVERHEAD UTILITY 1�7 LICHT Pour BITUMINOUS LM TRANSrORMCR F- 0 TREE DECIDUOUS I* SPRUCE CONIFEROUS EXHIBIT 5 MSoH4oly rIAlt u1u pLAT TN L21: W H 1!E iP H6 �S S!e 13r tSCT1611 S .9 to ba lt1 11, ba b bA bA U 1i k l M X49 to L Is bA ba 1f.S1 b bA '01f" S7REC► tS ta 4A %A tR 1}4 tt l hi %I b4 ba 11., ba IU t4 tU b, to U %a bA U be z - ,.. _. b, b, L b b Im b 1, t3 U U U U ROTATED REFLECTO - -- -- ° S �'3 b` 1 1 Ala-- NOTE: Reflector MUST be find rotated by the CONTRACTOR ,1C,N , '9A UfA r_�_ �,c #o correspond with the direction lnd ca ed by • j 4 � � t� �a A } 1�a r trA feu arrows on this layout. k �� IT E]CAItPi..E OF 031RECTIONAL ARROW o40 ii %A YA IU ia' 1f 1A tv 1� to 44 75.4}St.l•11•SJ�41 f7� 3 ewa: �r ti X1;9 iR5 �Al� `..� �lA C'.{ DA % to is 9F - !$ ' f '. -t8 4.9 J L5- - U 1M7 &fl - AA�.�py�p I GREENBRIAR Ea - �fwly+T'^iixk � �/!i •.��' I ''�.� w►4 �/ Y7 �{. �� 414 a. FLAT LENS ,fir � , �k �.9 4�r 3.9'. _ �� 'a..a �., d.e, as b )'LOU IESNA FULL CUTOFF .s � � �7 A., 4a �s `} 'i.+s � � • 3.� �'u J °3A A° 1, i+,.1.�.4� �Ilsf�+ ��.4,., . r � 54 'h I 14A 'as 14 ta ke 1 R t y a b.9 'tV 14 'l♦.i V7 U3 �.9 �.9 ° S.d ° r1A f ""' '�Ll �'b-0 b3 J be �o�J4 is far 3: 3sa » 1. 9bs.a to b, 1# le 9e3 / la is t %6 1.0 U 'ba 5.a 1�3 iu ` sL� \, Tu vhlf fi t, I l�P, 17 �11Li it $ S u ,.. _, f L y r _° °.. .� a�e;•��wuns�ltA�nlKSST bC 1 - ,� � T \l■ /� 3 to @� - 1 �H `:`JO'UU'LpG "E IaI ,� � Calculation Summary -la- Labe! CalcType Units Avg Max Min Avg /Min Max /Min L 1 a, b, b, b, b, b, lu tj 7 lu 1, b, hi 3a U ba U U ba ALL CALC POINTS Illur�inance Fe 1.86 12.2 Q.Q N.A. N.A. 1 PARKING SUMMARY illunb^eonce FC 4.13 12,2 0.3 1 13.77 401.67 Luminalre Schedule Symbot Qty Label Arrangement Total. Lumens LLF Description Total Watts 3 A SINGLE 40000 0.700 GFM FP 400 PSMVR F HSS SINGLE ON 22' PULE + 2' BASE 452 <; 4 B ROTATED 2 IN 90 80000 0.700 GFM FP 400 PSMVR F HSS D180 2RTD ON 22' POLE + 2' BASE 904 - 1 C SINGLE 40000 0.700 GFM 5 400 PSMV R F SINGLE ON 22' POLE + 2' BASE 458 0 0 0 po NHrTE no ON E m � P M Qw WAY i a I NuE fV RIY� \\ W4TE ON RED FIELD BLAN GRAPHIC PAIRING SPACE oyi F 1IT VERIFY DMICTIIL VERFY PITH Lam Cam R= GRAPHIC VERIFY DIRECTION MISCELLANEOUS SIGNS ( B SCALE: 1/2' 1' -O ALLlMNUM SIGN TO 1 - t HAVE VERBAGE OR �' SYMBOL SHM ON SITE PLAN I �! -H 11 co STANDARD 11 ALUMINUM HOMY SIGN STANDARD 4'DIA C FLIED STEEL PIPE (OUTSIDE TLC. R. Or W. USE 15 GA STEEL - - EXHIBIT I MENU SIGN FURNISHED BY "MAINSTREET" 9 CELL MENU SIGN WITH INTEGRAL OCB INTERNALLY r-LUMINATED SCALE. 3 /8' . V -O" SEE SEE PLAN [43' MIL.) i 4' - 6' SEE SITE PLAN (4' MN.) If FEATHUN C, TYPICAL 4' A X 4d G, P. IF RED NON- I L IoM! Sm FUR. BY pBE1 - BASE L NOW" BY SON m AMA 2 JIGN- 4EVIJLC DDII, FOR T SI*w pa ON 34` %L,4. I - — — — EEG. TD c ow R Kan B sI _ X3 /4' PLC OR TAIL OF PMPAB ,�' ETPATATMiR /rNT � LOOP rUllm iff aTA4ITI w Omp" am Is MN FIBA T' MK 4 ASPHk rEATYETI AM T IPTOSMNIt, (Z PAKLEMR UM) ASTMI FEATKNIG OUTLINE OF GNWPY WK. 4S ANGLE UNLESS OTiLRIILSE SHOW ON SITE PLAN 6 x 6 - h/4 KU. {MENU SIGN FURN'D BY MAINSTREET MENU SIGN, CANOPY & CONC,_APRON sc LE: 3/16' -T'-O` D" I.D. (SEE SITE PLAN} SET POLE DIT71. 5 " -0" POLE -SEE SPECS BE SPECS, AND BOLT OA FUFtNISFR:D BY OWNER CONCRETE FILLED FOR CIRCLE TEMPLATE WRED AND INSTALLED FULL LENGTH FOR LAYOUT. BY CONTRACTOR STANDARD STEEL PPE W/ PROVIDE MFGR. HAND HOLE 2 CDATS DF RUST rNH13MNG APP'D LEVELING UIT AND BOLT PAINT PER SPECS. FULL LENGTH METHOD ExPOSURE -TAPED PANT TOP B' HUE AND REMAINDER MITE. BST CDVIDT - T' DIA X 36'L GALV. ANCHOR ASPHALT OR CONCRETE 3 /4-OIAMFER BOLTS BY OINON - (4 RREO,D) PAVEMENT MIN, ANCI4OR BOLT PENETRATION a Y L ow FORMED CONCRETE. RUBBED Vv 1 r"ksH TO 1` KOW GRADE ' i FIdSHED GRADE CONCRETE BACNFILL 4- -.1. 2' RAD, ON CONIXAT - INK WIRE .F -AUGER 12" B!A FOR 4` POST OIAN OR S CONIXIIT PER PLAN, BEFORE POUR I /�I OR 16 DIA FOR Ti' POST MECHANICALLY � ! °' T• NON- METM13C C. FOR LOFTING I'j POST COMPACTED d�I L T' N -ML. COLD. FOR SECURITY GRANULAR FILL GUAR D D ! OST SECTION � 1l SEE SOILS REPORT #5 WRTICAL BARS W/ SCALE: 3/$` - 1' -0- &POLE MiD4- SPEC -O A FOR ALL POLES p TIES I2` O.C. LIGHT POLE BASE — SECTION 11 AS PER PLAN , LIE SCALE! 1/4 - 1`--0` 6• SCREED FINIS+, TYP. 6 DECORATIVE PATTERN 3/4 - R. TYP. 3` VARIES 1TL ROLLED 19 WITH BLUE FINISHED PC. CDMC FLOAT FIRM PKiAETFT SATAT FI = AS PFR P1AM - 1/4`,FT. MN PAKMEIT 4 Ni4bdB _ 66' 4/4 VIIVT ra • 'jG n FN. GRADE 2 -r5 BARS r. C' 4f41I'. CONT1NUOkJS * wMENS1ONs v € G` AT lrns LNE r Ir 1 DECORATIVE PAVED CONCRETE ISLAND 1 CURBED SIDEWALK DETAIL 1 S NOTE SCALE: 112" - 1' -0 - NOTE: SCALE-. 1/2" - r -o" CUT 2 1/2` DEEP CONTR. JOINT 0 10` O/C do SCORE 2 DEEP CO JOINT o 4' O/C & 1/2' LATERAL EXP, JOINTS AT 30' MAX. 1/2 LATERAL EXP. JOINTS AT 30' MAX. LE,RRA NCE - 5 Fr- 61° I .I 1 s -aT` 'BLACK ffn56 ONWx6 xV-V M7f AGRTLIG SHAT FA6TM TO PRAFE 1 6i' -Qjr HT41 b - IA4• x I V4' HEX WAD TAP S -406 1 3' PLE(ISLE MINFOR 5710P I P ALL AMC= 3r x M ' T11B N AW 1 FRAM€ ALR4I14r Mb AV WAM i VMrnT MIN' 1INICAOW1E AE41 YU: PAW — WArwAr OTATO W �TIiB DMt . GOIIC. LMrdE C41 YDLPr { ID mw 144wm TAPP R3Azml f GYW4TM I XME TO DRAM I an CIE \ /--I U- •CHANNEL POSTS) I , Y,� rY °' Kum mim ID G. TMETTECTnE I I C A►f11gIT ,� FtNW GRADE TQ PAINE F CaCAVDL"s 9 AINTEa ' T I I { aE1 ( A } ! ; ! I T l` - *_IJ f l f : t JITE flJOV1L gEr OR E TRAFFIC ARROW T T T 11 .T:1 SCALE 311C - 1 - GTPtFAAC!31611P / _ • H i - 'I 1 / AND IISTALLN7 Br'WN W. I S+w L.ME.S 3/a' 'il pia AND .I;' -ii 7. f xis' 1 PaPERL>�"TD MISCE LLAN EOU S SI 141BNSorRwrO I � y SCALE: 1/2' P 1' -( 6) n vIlxA1 BAR I I TD ETNGE DP RAMF) '� &rT A T_LWA -1 L- E�­ A ti . -- ---------------- r DIA. DETE SURFACE WARNINGS SIGN — CLEARANCE — WITH CANOPY 4 1 , V2'- cI.ND Ali CITES; W 1. ALL S TPI'ES TO BE 4` LADE ► 6' - a° M Ax . . '' alb •�,. MITE PAMTOM PANT. 1. NOTE: SIPx. i r 2• BE 019 PA S YMOX TO • 2 ALL. rX.r7� HAI✓ORAIL SHALL BE �TR CFED OF (R, ASTM A34 SEEC NTH 11/Y" SQUARE S(I.AT SUPPORT I Pmow AREA iQ BE PANIQ 20' Am AT A MAX or"C/C mD T,'R`'sm SPECIAL ELUE. � SOUD SMAK P*CM SPACED EVENLY AT MASAKIM ow a T r 4' CLEAR SPACE. A 1 3/4• CAST CAP RAIL SHALL BROOM SWEPT y IECDK I/d' x 1' x 3/3' CNIOI EL DIRECTLY RMMTH NON-SLIP FINISH 3 1 CAP RAIL No AMOSS BOTTOM. ALL RAi" SHALL �... �y BE PNWI[D WIN' ONE SKIP MITT O° LEAD FOR & TOD FIELD COATS OF gm OM NN.HNRG MACK PANT. a ONE B DISABLED PARI<KG SPADE FOR VAN PLUS ONE Jr 1rAx AGLGS�E AISLE TrEOI PER I TXSADEIm SPACES a R D ISABLED HANDRAIL DETAIL PARKING AREA EC D S 15 SCALE: 1/4` - 1' -O' SCALE: 3/52" • Y -O t a DETE CTABLE WARNWC r ANY TYPE CATCH BASK DR MNIiOIE - '� C B OR HH N PAVED AREA 1D - d. IF PAYOENT IS NOT L41D TO RAN AND ACE DEPTH OF RAMP. r � �. � � AL!{ 7E CONER TOP OF CAEN BASES " I Ail OR �* 6' DNA x 8' -0' 14CH TYPICAL DRIVE 9ADlHLL AIKUND STR)C U E TO BE ME47UYEr,ATLY SIZE _�-APPAM SILT BAYER AM OUT N PLACE TIN I PAWX SEE HATES. GUARD POST 1NRU WIDOW TATTED CR SLURRY csRGETE MIX V Now SILT TD LNLDSCAPM MOLT SILT sLRm4 NK In c B W/ 848 IEXF. RENF. I - � CURB RAMP FOR DISABLED 14 -. N.T.S. — PLUG mr" Pre FT+r0. TYTICAL ki7 PAVFAF]iT A SUBBASE HONE: FACE OFF LINE TIEM(]i OR TIAIAP PP€ MIN A LAYER DF A SYSTFU PM - IIBFlI m PM MAY DETECTABLE VIAR G SDAFAC£ SHALL BE COMPRISED OF TRUNCATED DOMES 2'_8" CURB TIRIVE THRU / r -- [ IAV M All Y IDTATLTI AT Wn 47 TO TFE MADE OF WD CONCRETE N ACCORDANCE NTH TOOT STANDARD& ON 50E DF fAO G BACKM WITH BITS, I}i7 OR +B AG=WGATE AMID T f' DtNWGE SYSTEM PING FS GEM S> ICS 17 -0' Or IUD FEI FORATF71 4' I P. Y. C. OR 4" i DUCTEE I Tpb IJT OF U WIN T � NEAT` 10 IGLN CM PER 111011 IF OWE • x It ,:F DID — WO OF MOM SYSTEM'S NIMT PIPE Ja1FT TOM COTTA LAIN AS PER rid. 3iGS. ..• OR UM I7 MEIDEO TO IIIDAAtIE POSM I= m 6° R' - MEGAN GUAR POSTS AT D.T. W N DDWS — SCALE. 1/2.1 -a• 4 CWAGTEa AGaIEaATE OR 0% BAS fC � ��� \/� \✓��/ \,. \�� om a" BASE B• x B' % PAVEMENT % F. t T+ UN6ERaRAINS AT STGRMQRAiN STRUCTURES IN PAVEMENT D IAGONAL SECI]N f VARIES 3/8' . V -0° Film ✓a j 4, RE 3/4 P.G COW- FLOAT FINISH W/COMITr. ^R. A4 ARK 1JlSIQId JoILTS r APPROTI 5 D/C Ex WA DI "S & MA11Up5 ARE 90 AT US X. ak . AS PER Km - 1/47/FT. MIN PA►EMLEIT TO OF AD T T ✓ ^ ASPHALTIC GaMCRETE B. 3/4`R. s C H AI R B AC K ' Cu R DRAM 4 EI Y: 0 12 BROOM fm 1' KAI" COARSE '� SCALE.- 1/2' - 1' -a' 6 + on - MOOS FIRS! Ap FZW PAP T PAVEMENT YIN -4,6,0 BASE COMPACTED 1 m ASPHALTIC CORCACTE NOI TINS NN ANDS 1T{ CHECKED BY: j p 6' x 6` 4/4 KKF. 6' x 4f41wNF. plq Col17sE a? PAIKNG & EXTFIIIAL LAMOSCAPINC ( 8' x Ti 4/4 YLItF. is BAR ODNTIIlOUS PAVTlAE14T DM DATE: DONDMACER OR 1/27 RIM INSUL MX ABUTTING WUS r DIPOSED CORES W /CaNC O 0 - CLEAR N() 3 - ALL WOVEN WRE FABRIC CONCRETE RENiORCELIENT SCALE.' 1LLSE 4. 4 4 ON 4 Q d CASE ON 4, 6. a BASE ON 2 - BARS SHALL DEG' X G' W 14 / 4 W W F COMPACTED CU COMPA COMPACTED BADE VERTICAL CU 2 BUILDING ARRAN SECTION CONCRE1 APRON CONCRETE PAD PAVEMENT w NOTE:USE TRIS DETAIL AR[I1FN SYSTEM NC. [014) : q SCALE: SCALE: 1/2' e 1 " -a" I SCALE: 1/2" - T' -o' SCALE. 1/z' - T' -D' ScAEE T/2' - 1' -a' ALL DuLQwx Pw ulasCAPwO n u uA1wM AM) BRAS BHCLBSm uaE 1Nr Ia1a ME 60TH ST. & NOVA SCOT NDTE:TRRS T1EFA4. PROMS FOR PryOMTV Or *ItE WILE SYSTEM, NC„ AND APE 7D It 4LLD MINNEAPOLIS OAK PARKS HTS., I SCORE 2' DEEP CONTR. JOINT 0 4' D/C & A FUTLIE 1' ASPHALT RECAPPING w ODNPLm 1/2 LATERAL EXP, JOINTS AT 30' MAX 4F1oDIOG THE D COIrTQIIS Ar4E MOF 10 FClFC: X. 6L AEPITI1UflD N AAIY MAMIDr MAlIOUF THE L7�(83 nMTID4 K,� �.n,� - f1F TAI l SHFFT 15�7� 2- 9'-5' X 7'-0" HIGH FIBERGLASS GATES WITH DOLLY MiELEL. STOPS & ACCESSORIES INSTALLED PER q rQUAL :PACES 0 24-0' to'-fl SPECS OF= 22 5 -5 BAR GROUTED THIN BRICK AND STONE PER SPECS SAIJIE' A3 MAIN 0 D I I I t n rkril M jr D 6 v S 3 6 c7r% r1mVID E`7E IN CORES 4' 13/O &. OR ERS MASONRY UNITS (BLOCK) � . . . . . .. 06 1/2' EXP, ANT ALL AROUND COLM, 1204-07 SHELBY 72 X 8' X V' SCREENED VENT BLK � r7FUSEZRECYCLE ENCLOSURE § B I HII HII IIH [1111H IMI 1111111 lil [1111 11111111IL111 111 1] 11 HII III III I H1 III 111111111111111111 HII I III III WTH ADJUSTABLE LOUVRES 0 2" SLOPE 10 DRAIN FLOAT FINISH & 6'--2° F.F_ TO SOT. TYP, [A. P IP VIATCRWME ADW END (4 TOTAL) Dwam aw Sw''. ow 51 WARMT COVERED r.WJ,T, TIM RZ=-MAVERTK- =V�ACnM M= =13� STONZ X PROD= 09#0 MMa X. VERiFY VfflH HEALTH DEPT. IF DRAIN, IS REOD IF SO PROVIDE ' INISH 6' F.D. WTH HINGED STRAIWER r; : LEWL &/OR TRAP IF REO'D. OR P, ANT ALL AROUND WALL LIGHTS: 2- 19 W TRENCH DRAIN (SEE DETAQ TO T Z5 26'-8" FLUORESCENT 'NORTH BE APPROVED BY LOCAL STAR' WA CHDOG RD r_1 CONSTIR. REP. t I 1 T uy RIGHT ELEVATION 10'-0" ACTLY4- CPF.NlNf 1859F_12ON-TP OR CONIR, JT. TYP, (2* DEEP) 5 . 6/6 wE ON 6' GRAWL BASE, 7 [WAt. SPAM5 0 2'-Cl ff-C 4° CONC. SLAB W/ A .- -- - - - - - - - - - --- APP'D EQUAL 7- CONC. SLAB W1 ST W Pa 6 "W, xx NO�-SIIP FIN134 Ti� i _E� 6"W, 4/4 W ON 6`6', 6/6 VAF ON 6- GRAVEL BASE A 6" GRAVEL BASE. SLOPES 2* TO GATES. FUSED ICT BIOX P. A DISC0NEC7 FOR COU 5 PR=1: TM B=-ESTA7 wm MV-RAVERTWE CoLce, 120I _W soly , _ 4fi I I s ; 1 ? i II WUR220:-Dy LCS& . . . . . . WALL LIG0 18W rLUORESCENT 'NORTH I �'�"' � I ! .- "`•` -" ai 0 VOTE RZRakv,, GATES UY STAR' WATCHDOG ftYD „_„ �,�, l ` : j � l {; � � i � � 1 � ') I - — } � � — = - !!! cts t� 165 nF120N -2 .q/PI40TGgf LL WW-Aculla SMUER OW ST . __A� . - - ___j FIR=­v. _ aso ALE �� _ r - - � 1/2J ET� T IF ADJACENT 10 MW7 � ccr G: u�� -n exLr�3 �n G� 3' -0 x 6'-8' FPP f STEP I OPTONA! 3' X 6'-T FIBERGLASS GATE a! 2 S' I D GUARD GATE MOUNT'liNG POST - SWAH DOUR FIRME W1 E.D. POSTS Vil HARDWARE SPECS DETAIL TO VI.C. REP, FOR 'is' EACH WAY & HINGE MOUNI TCO 0� SAS U40 GAT F NO MAN G DGMILD TURNED DOWN, EDGE IF HARDWARE & LOCK PLR APPROVAL. ca W OF MATE *UJ TnMl MAN IS WSIN LED DOOR' SCHEDULE. SEE AT ADJACENT TO u , ILIVE BLDG. DE, ERY DER EE7i Aet: NO - ----- 110NI 1 / 2 FRON LE VA TiON THRESNIADLI) REO'D OR AS SHOM Giq STE PLAN (BELD-NG NPRON) -REAR E 3/i6- MAX' N. CLEAR 'iV?,:TE "STONE' COPING SPACE, UNDER DOOR VATH 2- 'TAPCON' FASTENERS PER PC. SET 'DURD-LI PREFABRICATED EMAL SPACES 0 f-8' 2-4'-0' NOTE: THE COVERED AREA FLOOR SLAB ELEVATIOIN IM A CLEAR S11CON PIPE T14ALL FLASHiNG w--z "STV C(YW. SHALL CONTROL. THE COVERED AREA FLOOR IS 2" MOPTAP ITED EXTEND MEMBRANE 8 " rwSTFN 1107IR FIAINNG BELOW THE MORTAR JOINT 01­ IHE IUP ­UU)NUAHUN I "­j. P L A N PLAIN BLOCK' AND I" ABOVE THE HIGH SIDE OF THE I I FINISHED DUMPSTER AREA SLAPS ELEVATION, . . - 'DURO-I.AST:' MEMBRANE ROOF 71/2` i_3/9' XA FB/" 'STORE' COPING WN sYrllr 2- 'TAPCON' FASTENERS -G STEEL PLAo-1 L O N LINTEL 2 ?'As JOISTS [ co '16" PEP, PC. SET IN A CLEAR 1. S11CON MOP AR HD BLOCr, PAiTERN 10 BE RUNNIING BGND u I 'DURO­-LA's kI EVEIRkiE R DDF lay! 3 /E" PRq RATED EXT PLYWOOD SLOPE G 1/4' PEP, F L i 1-i. L P A". _RW U R CL TOP 2- COUPSES 9RF RP-0 2 X 8 DURO-LAST Ulf) -STOP URINE, I ,b 11 ky% U�tl b_'QuK ..... ----- O: BLOCK ZSTS 0 lEr O/C_ , I I I rt, DM UM sTrA & MOVE COLO%- 1200-M -qaDy VOTE rk-xNa1W cArt. Dy mic t Cksur FrMAN(FbCTIJrEk OMDM OEF STYE aq* RJOKE _LU S47 �9L& A CR CL7 s-0 12'-10" f cc Z AL In. nti Lmir i-- rpaL TO qAVE GA jST HANCZRS-� . f, i - R. wow LOSER I : GATES: 1-0' LEFT ELEVATIO FILLED F N C CORES FIRE RATED 26 HAILER (3)- ODES FASTENED W/ 1/2• X 47- -�2 LAYER 3D� TAR FELT MAING EDGE OF SLAB To BE 3' LorR -IANCHN, S 0 16' O/C ADMSTABLE'0T SCREEN 0 EA. THAR THE COVERED AREA FLOOR ON STAGGIE,7RED THIS END aR IN CENTER IF DRAIN IS [END TOP & GOT-IN, 7YP. JL S EQ 111 0 N B j� 4° CONC. SLAB s 04p O/C TERT, (TYP.), REQUIRED DArt �5 T EA. k CRS. ASO�t GND a 9 1 7" CONCRETE SL�B W/ 6-w 6/6 7 CaX RP1,'P F {ITH BY 6'W. 4/4 WW TEE 4— W1. SLOPE 2' -10 GATES. ROLLED CURB Oil ED.X 1° CHAMFER — --------- �­ 6 M;L V.B. CHECKM BY. CGE EXHIBIT 7 r �-m COMPACTED SUBBASE 6' MIN. COMPACTED AGG. BASE PEA GRAVEL BAWLL r 1/2' BITIJUNOUS W� MIN-[ B ARS DATE- L IS VATH AROUND HYD. RISER 5" GUARD POS 07RED OVER BLOCK 7/w PREFINISHED GAL. CAP SEE SCALF- GUARD POST DETAIL FOR L, 3/4° CGPPER WATMNE , F� (2)-J5 BARS PAINTING, ETC. FROM HYD. -10 BLDG. �VTIPN SIA INDS DDVW TO REST 0:1 FOO -Ii,*C CW TYP__ 'u: § 5'S 0 48" Sr.Md R_ 1 =W ()/C (TYP.) SECTION A A VERIFY DIMENSIONS AND DETAILS WITH SITE PLAN. mm onomm &V'02 R =m M ST. & NOVA SMTIA AW_ Q= vzm� W_ m ut i m w FOR- MINNEAPOLIS CAN P= H-I&. 0 cammm U OVAM oz= M wr 7D rz wmw at w mum wow m onm 110mu MR== OF Km C= mm = REFUSE/RECYCLE ENCL. PLAN 155114- SD8 /0 rAPAI^L! P.9 mm 0 w 0. 2thl PLMO IM, 5CALL 114'.- '-.0" Apr 04400mr 04?rlklu ' 0 I OAAmfl li�'7'., 4 AT��Mif \-01 01 RIGHT ELEVATION 21 e 10 PAKA� P z �miii zx,-��o ERG r1GlGaii iii araeArCY lk7)AUTPIT I'A% — --- ; mo rw,ir-,ti 6PADV- WhITL CA5TLE 5Y51tM, INC 5 55 W7 5T GOOD AU 5TXf. f ccX,um 50". 01110 4 3P r 5 CC44TArf CLtN DAVO ,014 PnOW f. 14 55�) 2aS I fAX C.1 224 1 Ja EJMIBR 8 I P RO J � C T -A ARCHITECTURAL ELEVATIONS A 3.0 CON5TRUCTION NOTES AWNING 5CHEDULE I PARAMT DiWEN-�A(Nt� AKL � KOkA!5tC10 70 2 R TO')"t!rI5 A4 4!�I rOK I'DJNDAI�ON 3 EXTf.RIM 114151il, WAt)O%Ky 1`K01DUCT5 5NALL rAOCP� owv�AP Ttit LATI-I A mmINAW M1141M.UC>r2'0*lriCg�IZO�NikSCAM5 X-IAAL�j 1vtKY �; Vl!vTICAL-1Y TO 5C PUk4"A5tD rKOM C A bi-RAIC" COAL vtd -.0 M Or 6' OA T'It VEKT-CM 5EAVS AND A FA5TtN!K5AkET0fX Wwi-Z VE✓UK5 Ai-ftotD OVCK lilt LAIM 1O.LOW'Zo by A 'A' LQUAL OR IAIDLR THAN 7'-G' (A = > 7'-G*) G' 6' LQ C. C C C. L n 'K 5V.ALLLR C O 111AN 7-G" (A < 7-0) LO . ......... BOUL Dr. R ClUff. 5TO-4f 6P61 AXrr.uK!5T, M24;�AfOL15. M 55,432 CONTACT CnA-1!'WV4aP FrONIf. ( 763) 7b4.7135 4 3 4 Ld barrO COKKO34ON Rf!�L�I!AANT VARE CHOUCTLY OVr? DUPONT 511/�— LAlh 5" 7361G 5t[) PER !)IOM 1, 54Ati M. vkXrD OVLK DO LAM 6 X) tt APPLICD 8 A W wNG�� OKt; t)IIAU M 10 5E PN'tJAILCD DCOR5 MANijt`ACI Lwx" rW1TJtUClX)W-) 5AlZ) U 5POONED CutrunD 5TONt JOIN15 Not J' VATt Fkft �, MW Of l-'MiONTALLY W4Do%&11 ELEVATION CODED NOTES PUM"K1% COLOFJ 1) Vlqr� 1 KIM, tILIM1111IN COLOpmo VIPM TKIM WAPz5cOT- 0 CILJ,TLAID bTOI4 VCNUK 0 CAr5lov gwicAL) WMfTf MCCA51' CONCKETE 0 w VANJ'ACTILIUK 5WL.DfRCRffr 0 kCOf UN-, ON "RAVE. bOTTOM 4 5IDL" A>7 -G" ON f:V-AM' - W, TOM 4 SIX5 A< 7-0 MANUFAGILIKtIR T-*0ULUtKCKttf, -WOUCT ONO O'UW E rROVIDI!D AND I NSYALLtD B- MAJONI MeRL045 I'OVVViOHANG ON t%0!3 AND INNOt rkOOUCT CN5tL rACf 5ILL5 COLOR ANIIOLK- FAN 5LCII 820 ROCr -TOP tOWVtN-6 MONT DE51GN 5TYff CRIURIA - Aw - N - 1%i; -- 6o0T COO1!!YFJkITrCOLOK IVIDFXU*0301� AWNI%G ST016 COOLfYbRrTECCX,cR wmI-,cCOGOG FRONT AWNING MAILRIAL - cOOXY MIT EADO' rCA�ADLC 15ACKLA --C- FAEIRIC CODLt1t!ANt WATED NAANUFACTURV BY COOLEY, 111C I- Kf545TANT 20 5 O04Cn 517t5 A h C Kut M A R Q) 0 2 G io- 71-1-11 U �A�6U DOD� COLOK OKLAVOV& CI�fM' , 54750 �P GROUT RX" COtOR WNITZ (LAKE 5AN7) JOINTS RAhX:) ( DDODY Of DU ILDiI.G jMJN bj?j VrNlrit. Kuv�'oj(' , DOI.* PIELD MA.01ACILIUR 5w LDER CROCK EDGE. 2' Civrrjimr, ON OUTSIDE fDrf ClZtNf-L5 I * OVtP-'iANG ON I %! DC FDC-t P* OVMANG ON UjIbIDC 1= -9 f, ZN[L5 511XLL MT AGAM51 ADJAZLNT ?1MV-1 VATRIOUl C4JS Al CNM 5T04C-5 AT COrKNf!Kb Of CUTftvIADI� TO LEWTPI !Xf CrUAIL PJA4 K"� OVU!ULOW L)KNINI I'tVICAL Of 2 ADDkC5t;, 5 T CNN-' MA"UPACYUkfk DOULDEK CKUN C) r1brKaLN55 POOK AND FRAIX ALuminum 51rOKv!kOr-rT w I * TfmrtKrO GILA5!, A41 fOK A.LVIT$04N N�OKVAIION) A[)DRf 55 5TONE �)TONI` ( -,AN FV t'IJk(,r.A' �10 PKOM rttu- 6252 ART Mutt 51 - ' ON f'KAMt ACCtN1 1-W VINYL IRIM COLOR F1j"YjN DIT A"-N05 TO 5E NOTC T 0 111 OU bk):La NG ACCENT bm:�b ovr5u, re%z rjrLD Vt . Afj F j M t NT� 51A 4 CWVf TltRL -� 2 FR ES COLOR Mill[ CIA61LE P20106 13JILDINGITIOY/17K 5u35TiTu TiO4� TO 5f Af*f*KOVt D 5y W, c Rf F, 0 ALLIMMILIM tNTKY 0004, f:�t t !�,Plt rl A2 t OK ADIDITMONAL t%rOKVAfiON MINNEA°'OUS. M4 5543' CONTACT ; ChAD 5FDZ�11. AWNING f RAMING Y SIZE 61 2 4*t, a GROUT FJCh COLOR VA111 C fLAKf 5AI4() JOrNI5 TOOLED GOOCAVU i Dt.$,rTALCOnNGDYOtOOIIK�G4:OPJTLLACTOK CO-OK CRXI�r LLAT ON (')'PC-A-) C) DKIVt -111KI.J VANXW UNIT 7 1 40NE (7G3) 7W. 38 NOTt ADORr55 5TON E CA-4 Al-50 5E I'L*Cftk,� rt.Ot;KE5CE-il L&IT flrikJRE (V/T t 04161YXXII To B 5U 'T v !:D BY OWNER 4 IN5TAI-LrP BY G C &L f kAmL VQKI, X41 LI Kf N T APL I .,Y51 EM, holATLPIAL !�OJAKF AtUMINLIV 1'- 1', 1)6' I AGCt9T LKND- 1 H I N bKICI, L P 'DOLPIt K COLJK5r rKTVPJOA� LLG-IT !UTILIKE CO, M 'W"ITr CA541t SLUE' 0 540t 5 nMALL M CLAD W-1 11 MI LKICIR, NW541 MA-.ZkIAt (��U -jOUT AP f 00 ADDE1 10-�AL I I'li Okt!V AT QN) LOCAItY by 1 lowtit, BC AND FN51KIX:) 110MMkIn 54G AV44PNCZ fLjFNI5 OF, by 'X)LNT5 ALL jOINT5 TOM WEIDW A', 2)'1LJ'fr0 NOTE MANUI ACIURER l5O1JLDtKCJ`-ttK f -.XAVfRT9J[ ON � V I) )MOCiPl t1URfACAWNING f 5ft MTAIL A-A T"['� 5"Etl 0 RETURN GeTERYOK ?`INIt1tIU5 WILL D' f'Tn -,0 0 AWNING ( S U 5CM� Dutr FOK �A2UA IN,TALLA71044 15141! - -) t PAL511 AT AjrKOX TOP Or ADL)KtLt, t- -',I LIL� LOCAL VLh:DC)FZ 4 ° r5 mixUAI ALLOW' D AWN:NG Wq:)Tki Trrml NI t: lLAm I P�G V ET -iDD TO W 1 COLOR "15A 2203 01 CROW RICtl COLOR W.ImIr (LAXF 5A.NDi 5J FrtfD U(OWNE-�. N57AUVID 5Y CONTRACTOR jxvb OR ADJAUKT -%KfAa Wrl I I � CA.5 I LL LOGO �?tGN 7'4'AL F f 5 [E rRONT EILVA14CM rOK LOCA110-4 VtKIl'YPLACtM,'NTVAThWC Kfrf'YIC)KTO ALL DimffN5ON5 TO ft rIfILD VEk1rrIED AWN4%G5 7 -0 AND WILXI� 5noLkrI r1AVI! IS) G"WI-131r. Ywr`E5 ALL 5rACE5 TO f3t CUKVU) TO AVOID 51-IADt ON MliTr 51KIM5 DLI CKM.Nt'D 15Y VA"UfACllJ'(CP ANQ APPIKOVE D by OWN I! K 0%1', TOOLED COAICAVL D00 0 p KU a X. +1 (41 �50 AjPf'-JCD 4 5V OWNP� f6TAUATION WhITL CA5TLE 5Y51tM, INC 5 55 W7 5T GOOD AU 5TXf. f ccX,um 50". 01110 4 3P r 5 CC44TArf CLtN DAVO ,014 PnOW f. 14 55�) 2aS I fAX C.1 224 1 Ja EJMIBR 8 I P RO J � C T -A ARCHITECTURAL ELEVATIONS A 3.0 b(-1AI If 1 /4" - 1'-0' �u NORTI-1 WrilU CA5TLt 5Y5TtM. INC 555 Wt,5T CCOVALE 5TKrtN COLUM51,15. Ch11O 432 15 CONTACT rLrN D&VLD' ON I`HONE. 614 559 ?r.5i PAX 6 14 224 11451 EXHIBIT 9 I PR OJECT 15520 AIWA COMPLIANT RESITKOOM NOT TO 5CALE \1 �Ql 5111humr-LAIIIIIM DENOTES FRVE-6TAN1;HN& RPHTLft DUO-Ttb GROUT IN PURNTUKE X) DrNorEs noLT Porm mkKiTuRL ( is ) Ott,40TM HOH TAME5JGOAnM5 I AAA GUIDELINES Rt5TROOM 51GN5� GRAb bAX5: ��105 lyrt LftNkL P.W,5 TO Dr 17- WAXIML" • i knwN 510" 10 ocATr CIMPROM 511"MAutflic L .'G-4 AT tATC r =15M 56 U rK0V1DtD ON JIM WALL j 0"co rVAPON �xA Of KmTKOOV L)OCW< rO'AbQVt rlNt�,tl rLCO$. cLO�e% TO Vie wO,.TVK CLC6rT AN-) ON Ift "AR WAJ AWW vor rwsm rLOOK UK;t4AL5 !WA" BE 13" Arl rP. u AND C.' MN MMZORI AJ MOM DO(-A1, MAR TO A) :.10f WAIL : Itif 5W WALL GRZAn 5M ffMAI,I "tP f.44WJM. WX1-'A)R23 rKOV Pit OUICK PACC OF MAYAALIV frit ijKINAI RJV TO THY SACK OPYHr MIURr. • MOM IME Dr LCW MINIMUM. L I rDGc Or Tfir SIGN 7- KL AR WALL, [XIMOLNG 5 4• MINIMUM rKOV TrIf RtAk WALL ZAK WALL �. OAK t 0 I A U LAVATORIE5 4 5INF,5; 0) REAR WALL IMILy bAbY CHANGING STATION, DE 3G' tONC, MINI VUM AND UTEND FKOV !Ptl I fic ;Z14; Of 7VOOMM AJJD 5NQ� f;lll"—L 15L 34 a 0 5r CrVNI LD 34' A' r f =ED DOWN AND OMKAJUL,- rAry or ccw11K wwVLso Ab= IME I'LOM OR CMOL14D, UnJV>1JKC0 UWOLMD SFATON TO UL Al. 4J5` MAXIVUV A, P r 515N MOLNUD AllOVI UNL W Yri( WARK CLO'&I I MJN1MUV ON 10 ThL111GALK Or Ttil rtYTUKr k1V Ok CC1)NTM 5IM [ON q!� 5JM'tILD lkt*D TN51 ALLFD by 6 C rRt , mvncr. -ut)r MULTI U'�r ONM9(X AND 4' MI R1 MLAA C44 7 ht OTI"It K 500 C. A Vr.KTCAL CKAD OAK 1 6' WINMILIV IN A f0dICLIS �Al�alfb '5111ALL Kt"N OrCN I I& f tl 9 C4. �� ICNGTrMt � 5MAIL Ot MOON, W1 CJ TtI Imt WTTOV Or VII WK 0 5CCON05 tANIMLV MIRRORS LOCAItU UTWEIN 39" AND 4 1° ADOVE Tilt f LOOLK B) BOM DErTrl DIN11,5 5 ot G' Dr.tr PIRM rSAl.l l3C MOLINTED WIT11 Tire 5W'.OM t= AND WITH Tht CCNTtKL N e Of rt'4? DAK LOCATED VAXOAIJM Of KVIL'Clivt 3WKVACE NOT KAW IPIAN 40 AbOVe otrwrtN 39' AN 4 fkOkl TYIX KtAR WALL C M05U,DrJn'a49LMAUD WAIM riN 5ti rLOOK E 17 AND GRAIN rlfttl LoNOCK L01VATORX5 AND S1NI,5 511ALL IM Nt5vl.Al VD 1 0 rKOI CC-, AGAM51 HAND DRYEK5: FLu!' H CONTROL5: CONIACT -9 IR LOCATE h7kkD VE9 OfUAI�U PAPT!' Wirl IMF TOF• U5 D !)MAJ-L M LOCAI ED ALW-'%51VC5URFACC5 UND[KLAVKrORJt5AN05?NP— 5 tDGE NOT ILAORE T HAN 4Cr A&C`VF l'FM5M I LOOR ON T1 le CfVN 50f Of TIV WATE4Z CLO!Z1 I DOOR HARDWARL. t MM5. FOU5, LAT CITE t?. LOCk5 AND OT Mt K OrtKA&t FART O N AGCY b54M' DOOP,5 h0kVL !,ItAft THAT 6 CAGY TO rKA,P W,T I I Oti C "AND AND DKX!S l,.OT RtOU;ff T!6tl'r [,RASPING , MCI 11 NG OR TW15TING Or Tilt WPJ51 TO GMI(AIE 'SUCH f-1ARDWAKt 51ALIL 5e 34' MIN ANO 4b VAX AbOVt T"r WATM CL05LT5; f LOOt� OK 6KOLND IME SIAT tlrpGtIT orXwA1TtKCLCXtT ALV.Wt Imt M rLoOf '.'IAIL bC i 7' MINIMUM AND I -'r VTX& Of T ME 015ft N-,P.k bt-.A.-L M LOCAT LO MAXiMUM MEAbUkfD TO Tilt TOr Or Tilt 5EAl WITMIN AN AREA 12 INCrIC5 kflNrVUV A140 40 WCflr5 DOOK CLMEK5; .VAXIMUM PAMIR P15PEW-CR -'iIALL 5E ATjL5TC15 501PAI tXONi A4 OPEN t—X>1110-401' 90 (XGRfVi. ItIt TIVt ktOMkf'D TO MM Trif MOW Tilt KEAR. WALL, 15 MINIMUM Af5Dvr i,i,. '*(ALL IV LOCATFD A.' D T AN Oftt, rID'ATION Of ! 2 'X,4SPU5 5'1/,LL M ., aeC`4cr� V1% t't-OOKAND I )2' MINIMUM l5tLOW1MMOR[ZONlAt INE"CA71tU by 5+4AUtP Z� MXK- VIM F fflfeOt CONI KCq6 DV1JV1!RY. OR rXX5 NO! ALLOW CC40 INOOLJ5 t'Al'tK rLOW EGUIPMENT 5r-,HEMLE ROOM 5EATING 5CMEDULF- T 91 UNK WHITE CASTLE GOTH 5TRU I 4 NOVA SCOTIA AVL OAK f'AKK HTb. MN 5!j0,5? MN# EQUiPMENT PLAN EQ1 EXHIBIT 10 CIOWRI MIM WTE 06U DUE M&MR-M FRON7 M.F-VA710N FRDUCT SCALE, k—ml FooT oF fRowT rAzAm- tA 52 rr !dLAM6- 105 5a FT Y�I ITE PW;4A5-r WWAZE L&q5 F MTE CASTLE OLLE COL M MTE P l- =AL MKM rffirAsy c4wpzT TYPIGAL EKMUM MANVA61MM BOLM 4Mr STOW PROMT, THM OR"-BTATE C4LOR, WT-ft P01V CW$U KWA(tMM BaLM Utffl� 5TCW " uemc 5rott I— -- — i WUCWT� T . .- IIRAYW�E E" I 2 �l OXOFL2209-07 W-lA a fito , R 1 TwakA. Towk COLL= CREM STOW- moat'r, olw;zlw e,MM 541W4 OMkettk &qf>f S 16H7 ELEVA710N V-6, TfPYIAL Umno-Emd KWACnSM BMA9 C5 UX570W- PRO=T, TiCti EW=G nS-W E 6OLM 1207-ob WHITE Cp6TLr: 6IFT4T P_AFN7 ~ACTI'M MULOM 699 5TC�L PPV=T� THIR eP=-T;tAV52TIW- mi tZLOP4220307 PM& wwrwr WOW Z246L HM FRMAST COWRETE K4AFAClWdR BOJLaR C4tMK 5TOPC- PP=T, M BREr-IRAVERTIC & C4LM2200-M MESA KWACIUM MUM CARK %xc Konr-T• ONO PIUDLE 6OLLA% 54'FO-9 OKLAHOW, LRE?-E PR0F05ED KHITE CASTLE RESTAURANT PROP05ED BUILDING MATERIALS MITE CASTLE MANAGEMENT 60. 60TH 5T. i NOVA SCOTIA AVE. STONE TONERS AHD WAINSCOT 555 HEST C-00VALE STREET COLJ-BU5, OHIO 43215 OAr, PARK HTS, MN THIN BFZIGK BODY AND BANDS sti PHONE; 6I4 2285181 FAX: 614.464D546 Ammium E)GfIBIT, 11 GREENBRIAR — F LAT LENS (Various reflectors a re protected by D.S. Patent No. 6,464,378.) HOUSING - The aluminum housing is available in two sizes. Both housings are the same dimensions square, however, the GFR is deeper. Both are finished to produce a clean, sharp appearance, and designed to ensure weather-tight construction. Top - access covers provide ease of installation and servicing. LENS/GASKET - The flat clear tempered glass lens is sealed to the housing with an EPDM gasket, preventing entry of moisture, dust and insects. TOP COVER FASTENERS - The four captive stainless steel fasteners secure the�`` �T top- access cover to the housing. SOCKETS - Porcelain mogul -base sockets. All sockets are pulse - rated. Fiat- lensed future.. LIGHT SOURCES - Pulse -Start fetal Halide, Super metal Halide Reduced meet IESNA I full cutoff Envelope, Metal Halide, Fetal Halide Reduced Envelope, or High Pressure classification. Sodium. Clear lamp is supplied as standard. BALLASTS - Pulse -Start Metal Halide, Super Metal Halide, Metal Halide, and High DIMENSIONS Pressure Sodium futures feature a high -power factor type CWA ballast, designed A for -20° F operation. REFLECTORS/DISTRIBUTION PATTERNS - The series is available in a variety of reflector systems and distribution patterns, all with vertical oriented a Bracket — lamps: GFR: Type 11(2), Type Il1 (3), Perimeter Forward Throw (FP ), Type V 2 -bolt Pattern ( Automotive Forward Throw (FA), as well as, ART (Advanced Reflector Technology) optical systems: Automotive Forward Throve (AFT), Automotive L Yr _ 1 Interior (Al), and a high performance Type V (540) for 38' - 42' mounting (a0 m) Arm fount heights. A GFM: Type 11 (2), Type 111 (3), Perimeter Forward Throw (FP), and Type V (5) . _F All reflectors are field - rotatable, enabling generous flexibility in distribution patterns without moving the fixture. Photometric data is tested in accordance e with IESNA guidelines. t; BRACKETS - Arm Mount: 2 -112" x -318" x 1 2 " ext ru ded aluminum bracket is shipped standard. An 8" bracket is available for single or D180° configurations, but must be ordered from the Options column of the ordering chart. A Round Pole Plate (RPP2) is required for mounting to Pole Top daunt Y-- Y round poles. (See Accessory Ordering Information chart.) A B C Pole Top: The cast aluminum mounting hub conceals the wiring GFM Arm Mount 21 - 5/8 „ 549mm 12 - 314 324mm compartment and mounts directly to LSI's unique "pole -top mounting GFPM Pole Top 21 - 518" 549mm 12 - 3I4' 324mm 21 - 15!16 557mm plate ", via a high - strength grade five steel bolt with nylon insert and split GFR Arm Mount 21 - 518N 549mm 16 (41 Omm -- lock was for double locking. Support arms consist of four - 1111 fi O.D. GFPR Pole To 21 - 518 549m 8 - 118 41Omm 25" 635mm aluminum rods and are pre -wired for ease of installation. FINISHES - Each fixture is finished with LSI's DuraGrip polyester powder coat CH finishing process. The DuraGrip finish withstands extreme weather changes Greenbriar GFM GFR without cracking or peeling, and is guaranteed for five full years. Standard Flat Lens 1 2" Bracket 12" Bracket colors include bronze, black, platinum plus, buff, white, satin verde green, .11111 Single 3.2 3.8 metallic silver, and graphite. -r D180 6.3 7.6 DECAL STRIPING - LS1 offers optional color-coordinated decals in 9 standard , D90 5.7 7.8 colors to accent the fixture. Decal is guaranteed for five years against �� T90 8.8 11.4 peeling, cracking, or fading. TN1 20 9.0 11.4 PHOTOMETRICS - Please visit our web site at www.lsi- industries.com for Q900 11,3 15.2 d photometric data. ■ Pale To p 1 3.2 1 4.8 Note: House Side Shield adds to fixture EPA. Consult factory. c L us LISTED SHIPPING WEIGHTS - Greenbriar Flat Lens wet location Catalog Numb Est. Weight (kgfibs.) length (mm /in Width (mmfin.) Height (mm/in.) _GF 19141 - 635/25 535/25 4 G FPM 24153 730128. 724/28.5 635125 GFR 26/57 724128.5 711128 648125.5 GFPR 29/64 724/28.5 724/28.5 737129 ■ Project Name �. ,_. I Fixture Type �. � 2007 1 LSI INDUSTRIES INC, A Company tvviih a 5,.x Catalog GREENBRIARO - FLAT LENS LUMINAIRE ORDERING INFORMATION Medium 2 — T y pe 11 200 PSMV -- Pulse-Start Metal Halide F — Flat Clear 480 BRZ - Bronze ,4 a Vertical Burn 3 — Type 111 250 200, 250, 320 Watt Tempered MT - Multi Tap BLK - Black I GFM - Arm Mount FP — Perimeter 320 SMVR — Super Metal Halide Glass TT - Tri-Tap) PLP- Platinum Plus GFPM - Pole Topi Forward Throw 400 Reduced Envelope 400 Watt BUF - Buff 5 —T V MH - Metal Halide WHT - White 250 Watt SVG - Satin Verde, MFIR — Metal Halide Green Reduced Envelope 400 Watt GPT - Graphite FIPS — Hi Pressure Sodium MSV - Metallic Silver 250, 400 Watt Reduced 2 -- T 11 400 PSMV — Pulse-Start Metal Halide Vertical ours 3 — T 111 750 400, 750, .100()2 Watt GFR - Arm I FP — Perimeter 1 MI-111 -- Metal Halide GFPR - Pole Tope Forward Throw Reduced Envelope 1000 Wait FA - Autornotive Forward Throw 5 —T V Advanced Reflector Technolo 7 15 0 Optical S 1000 AFT -- Automotive Forward Throw Al — Automotive Interior 540 —T V (38'.-42' Mt lit. ., �..... ��..........�.,.w.,N�...�.,��.. �..�....,.�.,�..�..�....,. - .�..,�.w�.�.Nw,.�...�,...�...Y� .��.�,.. �F. �,... �..... ��.,....�.,�.,,�w����.��.�::�H� �.��w...�,� �..�.,�.�.,�,�,..a,.N .��._�.��.u�.�,,..�.�,.�.N. �. N... ��., �w. �... �, ��a .u�..�...�:..F,�.�.��..��,�...rt GFR .5 '1000 MHR F MT PLP 8BK 20 1'_'XAMPLE OF A TYPICAL ORDER "8BIK — 8 Bracket " "6� NIM! PCI1 20 — Button-T Photoelectric Go 01 7 PC1208 M.. Button-T Photoelectric Go PG1240 — Button-T Photoelectric Control! 1 - Whe Il 0 I-do ri n p 010 t0p f jX11.1 MS f 0 r tenon MOU Ilti n a pole top adaptor m u st fie ordered. 1 C1277 — Button-T y pe Photoelectric Contr017 2- Td-Tap not available in 1000 Watt PSMV. Volta must be specified -1 20V, 271V o I, 347V. PC1347 — Button -T Photoelectric Control] 3- For inten",ational voltages, consult factor Ll- — Less Larrip 4- IVIT -- Multi 'rap is shipped standard unless othei,�!Jso specified. M (,I Iti Tap consists of 1 20V, 2 08V, 240V, and 277V. 1L. — Internal Louver Multi Tap is pre-wired for hi volta Alternate voltages will re field re-vJrin Color Decals � A � _ _���.w� . � v.� �.� �......w� ... 5- Tri-Ja is shipped standard for Canadian applications. Tri.-Tap consists of 120V, 277V, and 341V. 45 --- Li Gold Metallic 55 --- Black, Tri-Tap is pre­vdrod for hi volta Alternate volta will re field re-wirin 20 — Charcoal Metallic. 50 — White 6­ Ali 8' bracket can onl be ordered with s 80 sin and D1' confi 94 — Blue Metallic 51 -- Dark Red On Gl--R/GFPR photoelectric control can onl be used vilth 400 Wait PSMV. 59 — Dark Green 700 — Aztec Silver Metallic 8­ Available with GFR AF-r reflector only. Can be ordered as an aCGOSSOr Use Order #28811613LK. 21 —Tomato Red Descriptla i3 Order Number Description Order Number FK120 - Sin Fusing FK120+ GFR/GFM 2 HSS — House Side Shield 4342901++ FK277 - Sip- FK277+ GFPR/GFPM 2 1JSS -- lHouse Side Shield ++ QFK208, 240 - Double FUSi DFK208,240+ GFR/GFM 3 HSS DFK480 - DOLIble Fjt,��o QFK480+ 4342902++ ,-Sid ...... ---- — ----- --- ---- .. . ...... J--o alidd FK347 - Sin Fusin FK347+ GFR/GFM FP HSS — HOLISe Side Shield 4342902-1-1. P,PP_P__­­_'__Aound Pole Plate 162914BILK++ GFPR/GFPM FP HSS -- House Side Shield 4342902+ _�'F BKS-B l - f C L R GFII/GFPR FA/A -T [i S S — H o u se Sid S h fie ld ---_.._ w_ __.._...._.- _.w__._.____.._____ — --------- —' '; GET Fnff r .. . ..... ........... -Fusin must be located in the hand-hole of the pole on (;1FR/GFPR Sories - not in the kftffe- HOUSE SIDE SHIKDS Black only. BOTTOM VIEW ff — fj� 4-5/161) ..... (13 7 m m q1qu — 2 -5116 14-­ 8-718" (5 9 rn m) ( 2 2 5 rn rn) 5-3/8 TYPE 11 TYPE Ill AND FORWARD THROW ( FA/FP/AFT ) GFR WITH INTERNAL (137 m rn) (4342901) ( 4342902) HOUSE SIDE SHIELO ( 288116BLK) Project Name Fixture T Oc 2007 11 I o d" 0 5 for 1� e 5.. LS1 INDUSTRIES INC. AConwaoywithco Catalo ....... - ---------- r -:- ,.. .._ n ,r+ � -. � :. .. ,• _- -.. __, - - � ..r a �'.,.. ... �: ' _�v : .' - - ,: .. ,. r .. .. ..,: .. .. � �. � t ,.. ,- :. . _ fit., �, • �l� ' 3. � ^Y Si ,.. h -... .: of .. � .:��,- -„ _ . 1. .� .�. ,: .: -... ti , .' � . . � , •y . Q� a - .. A w .:,- { of .c „«• tO�.J1 .. . 6 w, av I :. ,.. .. : .. ..t ,. .,, .w ,,. :�n .... .. . ^ ,. t ,'., - - t” • . /�'�' .rt A� x.. f�, n• , , . n r. r r,+ ,.. -1e � r f -�' .. � a,..- � ... '� M" . ^�' Irt LL s j - - h �. .. ..... r. - -rr .. .: .,4 .Th .: �. � .r -.._ : "' .. ��. , � -. ,. .:: n , : ::.n - �1 " �" ✓ � �- ,�.l r ' - TnY _ -. . ��YY ,., ... a !f,�' _�. -.:_ r. en. r r•:' a .. .'� -. ';./`' -a. '. :' „" i:• ..:tv', y �� " rt. NO � � i - , .� M lip RPM WNW t og% Owl xr oil ....... ....... WTT 16, . R -m Y Mop- ". w if lif f i ifm. .77 CUM SAVER MEAD y -NNW r _ - t - T 4 r .>- .wr CUM SAVER MEAD y -NNW r _ - t r 4 40 k n fit: 6' - 9" x S ' -2.5" WH ITE CASTLE WALL SIGN 55.40 SO.FT. 8/-2-5// �llh 61-911 Cas JpI��l GENERAL DESCRIPTION BP,ANHAM 8"SINGLE FACE EXTRUSION DIE # 6071 VVELDED All TH 114" FILET WELD ALL (5) CO RNERS. 2"ALUMINUM F-MOULDING RETAINERS, DIE -,//- 722 (PAINTED EXTERIOR SURFACES, WITH AKZO NOBEL, GRIP C;UAIZI) PLUS, 1-0 MATCH PANTONE 286 BLUE PA INTED INTERIOR SURFACES, WITH AKZO NO GRIP GUARD PLUS, B10 WHITE (2) VERTICAL I-1/2"X 1-1/2" X 3/16" ALUMINUM ANGLE SUPPORT BRACKETS (FOR MOUNTING), (4) 1/2" MOUNTING HOLES 6" IN FROM EDGE OF CABINET AND_040 ALUMINUM BACK ALUMINUM SOCKETTRAYS WITH HO LAMPS SOCKETS (KULKA OR TR.ANSCO), DAYLIGHT H 0 LA M PS (1) - 24 ", (1) - 60 ". (2) - 72 ", (2) - 84 POV\/EP,ED WITH (1) HF14120 2.6A OR, (1) TRANSCO 26 -1048 E P 2,6A BALLAST, AND (1) DISCONNECT SWITCH 1/2"X6'-O" LONG SEALTITE WHIP OUT BACK OF CABINET NEAR. BOTTOM ALL ELECTRIC PER LOCAL CODE AND SITE REQUIREMENTS 040 ALUM I N UM BA PAINTED INTERIOR SURFA' VVHH AKZO NOBEL,GGP Bl 3/16 V\f H I TE PO LYCA RBO NATE 2 f�, 15 E 1) PA N, A ND 112" RAISED EMBOSSED FACE, DECORATED WITH 3M 5630-97 BRISTOL BLUE, AND 3630-3565 ORANGE TRANSLUCENT VINYL'S SIGN HAS (2) PICKUP POINTS AND (4) MOUNTING POINTS. SIGN 15 MOUNTED OFF WALL 2" WITH DOUBLE- 90° CLIPS OR FLAT TO WALL ��iljitej Castle � u ` I L � (6) TOTA L 1/4 " DRAIN H OLES ILLUMINATION AT NIGHT BRANHAM 8" SINGLE FACE EXTRUSION DIE # 6071 WELDED WITH 1/4" FILET WELD ALL (5) CORNERS, (PA INTED EXTERIOR SURFACES, WITH A KZO NO GRI GUARD PLUS, TO MATCH PA NTONE 286 B LUE 3M 563D-97 BRISTOL BLUE 3M 3630-3565 ORANGE 3116" WHITE POLYCARBONATE 2" RAISED PAN 1/2" RAISE[) EMB05SED FACE 2" ALUM] NUM F-MOULDING RETAI NERS, DIE # 728 (PAINTED EXTERIOR SURFACES, WITH AKZO NOBEL. GRIP GUARD PLUS, TO MATCH PANTONE 286 BLUE EXHIBIT 13 CENTER, OF SIGN ILLUMINATES BACKGROUN© 15 OPAQUE _E5 3INET 4 P )11,(2) - 72- >S 12" ON C -_CH HF1412( OR SCO 26-10z BALLAST )NNECTSO .1 /2`/ y 3f 16 ANGLE SUP PORT BRACKETS (FOP, MOUNTING), L 2// T'S. \J 2 0 0 WALL WHITE CASTLE 41.03 O. FT. LO&XflON OAK PARK HEIGHTS, MN anha Sign 1pkf� 06232010 3 ?kTfl C;:\)OBS\WbiteCastle\State5\Mlnnesota\OakParkHts\6-9 PRINT Br , - ALL DRAVVINGS AND VVRITTEN MATERIAL APPEARING HEREiM 51&L, TB) R 5CA1, PROPORTIC) NIA L C 0 M P A N Y I N C 0 R P • R A T E D CONSTITUTE THE ORIGINAL AND UNPUBLISHED VVORK OF THE SIGN CONTRACTOR AND MAY NOT BE DUPLICATED. USED. OR �, q � � �� FLA X V- I I ' Vf'C,40_ 5f & I C ,�OM 5(vu 108'1 [DISCLOSEID WITHOUT THE WRITTEN CONSENT OF THE SIGN CONTRACTOR. 127 CYPRESS ST. SW - REYNOLDSBURG, OHIO 43068 - WWW.BRANHAMSIGN.COM - PHONE (740) 964-9550 -TOLL FREE 1-888-976-7446 - FAX (740) 964-9558 �S I EXHIBIT 14 Julie Hultman From: K.D. Widin [kdwidin comcast. net] Sent: Wednesday, June 16, 2010 9:40 PM To, Eric Johnson; Mark Vierling (E- mail); Chris Long (E- mail); Andrew Kegley; Jimmy Butler; Judy Hoist; Julie Hultman Subjeetm White castle Landscape Plan oPH Staff - I have reviewed the landscape plan dated 5/4/10 for the proposed White Castle restaurant. I - have the following comments and recommendations: f 1. Plant Species: the plants chosen are generally acceptable, being hardy, disease and pest resistant. Many are native, or near native, and are relatively low maintenance. The only change I would recommend would be to replace the non- native Scots pine with red pine, which has better form and is longer lived. 2. Landscape Design - the plan is not very attractive. Was it designed by a landscape architect or landscape designer? Plants are not grouped, but lined up in roves. Even though some of the medians are narrow, the shrubs could still be grouped in beds for easier maintenance and a more attractive look. The plantings should complement the building and site, even though green space is limited. Please submit a better design. 3. Plant Location: in the southwest corner there is a Scots pine specified for that location and it is at a corner cars will drive around. A standard conifer will get much too large for that location and could be a problem for sight lines. A smaller tree should be planted in that location, far enough back to not be a barrier to sight lines at maturity. 4. Planting Detail: please add the language, " remove top two rungs of any wire basket on root balls of B &B planting stock after tree has been set in planting hole ". An inspection will be made after installation, and any material not planted according to the approved planting detail will have to be re -done. Please forward my comments to the developer. Contact me if you have any questions about this review. Kathy Widin Arborist City of oak. Park Heights Julie Hultman From: K.D. Widin [kdwidin a comcast.net] Sent: Tuesday, June 29, 2010 9:41 AM Toe Keith Fryer; Eric Johnson; Mark Vierling (E- mail); Chris Long (E- mail); Andrew Kegley; Jimmy Butler; Judy Hoist; Julie Hultman Subject" White castle (oak Park Heights) Landscape Plan Keith - I have reviewed the revised landscape plan for the proposed White castle restaurant in oak Park Heights (still dated 514110) and it looks good. The recommendations made to improve the plan and the longevity of plant material have been included. Red pine have replaced Scots pine, the shrub plantings have been grouped for a more attractive look, the instructions about removing the top two rungs of any wire basket on root ball have been added to the "Landscape Notes" and the evergreens have been planted in a larger tree lawn area to accommodate their larger root systems. The plan is acceptable from my perspective. Kathy Widin oPH Arborist