Loading...
HomeMy WebLinkAbout2010-10-07 Planning Report ENCLOSURE 2 TPC 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC(g? Plan ni ngCo. com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: October 7, 2010 RE: Oak Park Heights -- Dairy Queen -- 14447 60 Street North -- Conditional Use Permit, Site Plan and Design Guidelines Review TPC FILE: 236.02 — 10.04 BACKGROUND Bill Kulesa, representing Gartner Restaurant Holdings has made application to construct a Dairy Queen at 14447 60 Street North. The property is west of the Super America at the corner of Olene Avenue North and 60 Street. The application consists of requests for a conditional use permit for a drive through and site plan /Design Guidelines review. The property has previously been a vehicle sales lot and the building on the site will be removed as part of this proposed development. The site is 56,963 square feet in size and is zoned B -2, General Business District in which restaurants are a permitted use. The drive thru and convenience food establishments are allowed through a conditional use. Site Plan and Design Guideline review are required for any redevelopment project. EXHIBITS The review is based upon the following submittals: Exhibit 1: Cover Sheet Exhibit 2: Site Plan (C2.1) Exhibit 3: Details (C2.2) Exhibit 4: Grading and Erosion Control Plan (C3.1) Exhibit 5: Utility Plan (C4.1) Exhibit 6: Tree Preservation Plan (1-1.1) Exhibit 7: Landscape Plan (1-2.1) Exhibit 8: Lighting Plan (E1.1) Exhibit 9: Lighting Plan Details (E1.2) Exhibit 10: Plans and Elevations (A1.0) Exhibit 11: Building / Signage Details (A1.1) Exhibit 12: Existing Conditions (C1.1) Exhibit 13: Demolition Plan (C1.2) Exhibit 14: Building Signage Exhibit 15: Site Signage (A3.3) Exhibit 16: Site Details (A1.2) Exhibit 17: Letter from MnDot — September 24, 2010 Exhibit 18: Memo from City Arborist PROJECT DESCRIPTION The proposed Dairy Queen is to be located at the corner of Olene Avenue and 60 Street, just west of the Super America. It will be a one story building of 2,164 square feet with 69 seats. There will also be an outside seating area at the front of the building. A picnic area is also provided at the rear of the site. The Dairy Queen will also provide a drive thru option. Access for the site is from 60 Street. Two access points are currently provided from 60 and these two accesses will remain. The access nearest Olene will be two way, while the exit to the east will be one way out. An area directly to the east of the Dairy Queen and west of the Super America will remain as a paved area. This was a portion of the former used car sales lot. The lot is platted as a separate parcel that is not part of the proposed Dairy Queen or the Super America site. All of these properties are under the same ownership. The paved parcel adjacent to the Super America will remain as a parking area for Super America employees and customers. It is assumed that this lot would be combined with the Super America site for future development. The parcel cannot be developed as a separate parcel in that it does not have adequate frontage on 60 Street. A ten foot grassed area will be created within the parking lot adjacent to the Dairy Queen site. It will be irrigated from the Dairy Queen system and maintained by the owner of the property. The applicant has provided draft copies of the agreement for maintenance of this grassed area. The City will require a copy of the final agreement as a condition of approval. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The Dairy Queen restaurant will be consistent with this land use designation. 2 Zoning. The property is zoned B -2 General Business District. Restaurants are a permitted use, but drive through and convenience food establishments are a listed conditional use. A review of the criteria for this project is as follows. The District requires a 40 foot front yard setback, 10 foot side yard setback and 20 foot rear yard setback. The building meets or exceeds these requirements. The building height maximum in the B -2 District is 35 feet. At its highest point, the building will be 20 feet, 6 inches. Section 401.301.E of the Zoning Ordinance lists criteria for review of drive through 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 carefully by the Planning Commission is the first criterion that specifies compliance with the Design Guidelines. Subdivision. The property is currently in a meets and bounds description. The property owner has the option of plating it as a one lot subdivision and pay park dedication at this time, or to leave it in the current description. If left in a meets and bounds description, 10 foot utility easements along all lot lines will need to be provided to the City at this time. The applicant has indicated that the lot will not be platted at this time. Access. As indicated, the site will be accessed by 60 Street. Two curb cuts on 60 exist at this time, and the applicant has indicated the same on the site plan. Staff discussed the option of an access off of Olene Avenue, but the topography of the site made this option problematic. If the two accesses did not currently exist, the applicant would be allowed only one access from 60 Street. The access closest to Olene Avenue has been moved to the east from its current location. The location of the access points are subject to review and approval of the City Engineer. Parking. Section 401.15.17.9 of the Zoning Ordinance requires one off street parking stall for each 35 square feet of gross floor area or service and dining area and one space for each 80 square feet of kitchen and storage area. Additionally, two spaces are required for the drive - through and 180 feet of drive aisle stacking space must be included. The parking calculation for this site is as follows: 1,029 sq ft (seating /service) x.9 = 926 / 35 = 27 spaces 1,085 sq ft (kitchen /storage) x.9 = 976/ 80 = 13 spaces 2 drive through spaces = 2 spaces Total 42 spaces The site plan indicates that there are 43 parking stalls planned for the development, two of which are disability accessible. The layout as designed will meet the required number of parking stalls and disability accessible stalls. 3 The parking spaces are 9 foot wide stalls with at least 22 foot driveway aisles in compliance with the Zoning Ordinance. The parking area will be completely surrounded by curb and gutter. All of the parking areas are setback from the property lines at least 10 feet in compliance with the requirements. There will be landscaped areas at the front and rear of the building as well as surrounding the parking lot and drive thru lane. Three rain gardens are provided within the parking lot and directly behind the building. Loading areas /Trash Enclosure Location. The loading access to the building will be from the parking lot and deliveries are made at the rear of the structure. The representatives of Dairy Queen have indicated that deliveries are made at off peak hours so as not to disrupt traffic flow within the site. Additionally, the delivery area will not impact the drive thru lanes. The trash enclosure is located at the rear of the site and is constructed of brick to complement the main structure. Grading /Drainage /Utilities. Grading, drainage and utility plans have been provided by the applicant. The City Engineer will provide a separate report on engineering issues. The grading, drainage and utility plans shall be subject to review and approval of the City Engineer and the Middle St. Croix Watershed District. Lighting Plans. Fixtures. The lighting plan indicates a shoe box style, full cut off light fixture mounted on a pole and base with a total height of 24 feet in compliance with the lighting requirements. All of the parking lot fixtures are adequately setback from property lines. The plans indicate the locations of the full cut off building wall mounted fixtures. Both of these fixtures are consistent with zoning requirements. The project architect should specify the color of the pole mounted and building light fixtures. Photometrics. The lighting plan is in compliance with zoning requirements for lighting intensity. The light intensity is required to be less than one foot candle at the centerline of adjacent streets and 0.4 foot candles at the property line. Hours. Outdoor lighting for parking lots shall be turned off one hour after closing, except for approved security lighting. Accent Lighting. The plans call for the use of an LED flexible tube accent lighting at the front and partially on the sides of the structure. The Design Guidelines do not allow building color wraps or neon as a building accent. This feature will need to be removed from the plans. Landscaping. The submitted plans indicate plantings at the front and rear of the building, and surrounding the parking lot and drive aisle. The City Arborist has provided a report on the landscaping as attached to this report. The final landscape plan is subject to the review and approval of the City Arborist. 4 The landscape area along the east property line will abut the existing parking lot of the former used vehicle lot. The elevations of the parking lot and landscape area have been matched. As indicated, the applicant will install a 10 foot grassed area on the adjacent site as a transition to the parking lot. Mechanical Screening. The plans indicate that the parapet walls are designed to totally screen the mechanical equipment. Signage. Freestanding Sign. The Zoning Ordinance allows for one freestanding sign not exceeding 20 feet in height and 100 square feet in sign area. A freestanding sign is proposed at the front of the lot near the easterly exit. The sign is 20 feet in height, and the signage is a total of 87 square feet. A brick planter is provided at the base in compliance with the requirements. The Design Guidelines indicate that ground mounted or monument signs are preferred over pylon signs. The Planning Commission should comment on the design of the sign. It might be more attractive as a 20 foot monument sign with the three signage elements incorporated within. Wall Signage. The Zoning Ordinance allows for a total of two wall signs, each on separate facades. The proposed sign plan indicates two wall signs, one on the front fagade facing 60 Street and the other facing west. On the front fagade, the signage is two separate sign boxes, but in that they are only separated by a gap of six inches, staff regards them as one sign. This is consistent with past practice. Total Allowable Signage. The total square footage of signage shall not exceed 300 square feet for the site. The wall signs are a total of 82 square feet. The total signage proposed for the site is 169 square feet. The sign plans indicate the location and type of directional signs. The directional signs do not include advertising which is consistent with the requirements. The signage, including all directional signs shall be subject to review and approval of City Staff at the time of sign permit application. Sign Illumination. The Dairy Queen logo signs, Grill and Chill signs and the manual reader board is to be internally lit. The sign plans show that when the signs are illuminated at night, only the logo portion of the sign will be lit. The signs as designed should comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. Design Guidelines Sustainable Guidelines. City staff has questioned the applicant on how the project has been designed to achieve at least a certain degree of sustainability. The applicant will need to discuss the methods in building construction and site design with the Planning Commission of how these issues have been addressed. 5 Architectural Guidelines. Facade Treatments The building will have a definite base, middle and top. The Planning Commission should discuss the metal cooler at the rear of the building and the blue and red color accents on the building facades. Ground Level Expression This is a one story building with a raised parapet feature at the center of the front facade. The main entrance is well defined by the awnings and signage. Transparencv The building uses glass on all of the facades except for the rear which is partially obscured by the metal cooler. The Design Guidelines requires at least a 20 percent transparency on ground floor, street facing facades. The facade facing 60 Street is approximately 19.1 percent transparent. The two side facades closest to the front have transparencies of 20 percent and over. The Planning Commission should discuss this. Entries The building features a prominent entry with a raised parapet, stone wall materials and awnings. Roof Desiqn The roofline is broken at the front by a raised parapet feature. The rooftop mechanical equipment will be completely screened within the parapet of the building. Buildinq Materials and Colors The applicant has provided color elevations for review. The primary building materials of brick, stone and glass will exceed the 60 percent requirement. None of the prohibited building materials will be used. The Planning Commission should discuss the use of the blue metal panels and the red tile accents on the sides of the building. Building material samples will be available at the Planning Commission meeting. Franchise Architecture The building is a franchise design but it is consistent with the basic principles of the Design Guidelines. This should be discussed by the Planning Commission. 6 Site Design Guidelines Buildinq Placement The proposed building has a well defined entrance facing 60 Street. The building is set back to allow for parking and landscaping. Parkinq Areas The parking area is landscaped with perimeter plantings and rain gardens. Storm water Storm water will be addressed in the City Engineer's report. Pedestrian and Common Space Currently, there is no trail along 60 Street at this location. It is expected that MNDot will install a trail when improvements are made to the frontage roads of 60 Street. The Planning Commission should comment about creating a trail connection through the site at this time. Landscaoinq Building entrance plantings are required and are provided at the main parking lot entrance and along the on the west side of the building. An outdoor seating area is provided adjacent to the front fagade. That area is landscaped and fenced. Trees /Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. The Arborist has indicated that the plan is well designed with a good variety of plant materials. Fencing The fence in the front yard, around the outdoor seating area, is three feet in height and to be constructed of an open wrought iron. The fence is in compliance with the requirements. Utilites /Service /Loadina /Drive - Throuah /Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Siqnaqe Addressed elsewhere in the planning report. Pedestrian/ Bicvcle Routes A bike rack has been provided near the front entrance of the building. 7 CONCLUSION / RECOMMENDATION Upon review of the requests for Conditional Use Permit, Site Plan and Design Guidelines Review, City Staff would recommend the project with the conditions as follows: 1. The applicant shall provide an executed copy of the Boundary Development agreement prior to issuance of the building permit. 2. Ten foot utility and drainage easements along all lot lines shall be provided to the City. The easement shall be recorded on the property subject to review and approval of the City Attorney and City Engineer. 3. The two access points are subject to review and approval of the City Engineer and permitting by the Minnesota Department of Transportation. 4. The grading, drainage and utility plans shall be subject to the review and approval of the City Engineer. The drainage plans shall be subject to the review of the Middle St. Croix Watershed District. 5. All lighting fixtures shall be full cut off and installed in compliance with the lighting standards of the Zoning Ordinance. 6. The outdoor lighting shall be turned off one hour after closing, except for approved security lighting. 7. The applicant should specify the color of the pole mounted and building light fixtures. 8. The LED flexible tube accent lighting shall not be used and shall be removed from the final plans. 9. The landscape plans are subject to review and approval of the City Arborist. 10. All signage, including directional signs, shall be subject to final review and approval of City Staff. 11. The Planning Commission should comment on the proposed pylon sign. The Design Guidelines indicate a preference for monument signs. 12. 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 fagade materials. 13. The applicant shall address sustainability initiatives with the Planning Commission. 8 14. The Planning Commission shall discuss the front fagade transparency and determine compatibility with the Design Standards. 15. The Planning Commission should comment on the building material selection and colors, and the awnings. In particular the Planning Commission should discuss the color accents and the metal cooler at the rear of the building. 16. The Planning Commission should comment on a future trail connection from the site. 9 EXHIBIT 1 STATE HIGHWAY NO 36 GARTNER RESTAURANT SOUTH FRONTAGE ROAD HOLDINGS, LLC — .. .. — — — — — — — — - - -- 10899 NORTH MAYFIRLD CT. STILLXVATF.R, MN 55082 I II un ga %8%% I _ II II II � +I ' DQ 1 O ,- li I F I COMPANIES m t = I I 118 SOUTH MAIN STRFFT i a PO BOX 36 c \ ® STILLWATER, MN 55082 rn C/O MICK LYNSKEY Z \ I .k • TEL (631) 439 -1412 I l j \ j •� LARSON � \o BRENNER 4�. �,�__ ' II __ � ° �• � • L� a ,x. 807 North Fourth Street Stillwater, MN 55082 OAK PARK HEIGHTS telephone: (551 - 430 - 0056 �-- MINNESOTA 1 Suite kB100 Y 200 E. ChesNUt etrcet SWhxater, MN 55082 PNOne 8512]5.8989 Fax 651.2]5.89]6 PRELIMINARY SUBMITTAL ADDRESS CITY /COUNTY COMMENTS CORNERSTONE LANG SURVEYING. HNC OCTOBER 5, 2010 f LOCATION MAP f PROJECT CONTACTS ! LEGAL DESCRIPTION SHEETINDEX ONNEN/ CARTER RESTAURANT ROGER GARTNER OTT OF OM PARK HDOIns ME FOLLONNC LEGAL DESCRIPTION AS SHOWN ON STEWART TITLE GUARANTY DEVELOPER XCIDNCr, LLC 14165 0.U( PARK BLM. N. CO/PMY TILE COINIIMENT NO. 147753, DAM JIVE IOM, 2010. 10699 NORTH NAIFMID CT. Al&1L' WGflI( PO BOR 2001 T (951)r.W -{.B ALL THAT PART OF THE NORTHEAST GUMTER OF ME NORTHWEST SiLLWATER, NN Y052 OM PARK NEIGT, YN !.5062 F (9s1) .9 -061{ QUARTER (HE 1/4 w Nw 1 /4) OF SECTION FOUR (4). Tom" LYN9(EY PROPERTY HICK L—EY BU60ER'S CALL LINE TWENTY -RIME (2B) NORTH W RAH E TWENTY WI : OE4G6BFD AS C MMAGENENT LID. KEEL nNRGY 1515 LESINIT AVENUE FOLLOWS: BEGI NNO AT A POINT ON HE N UNE K SAID Ile SOUTH m- SWEET DECT6C NNlEAPOUS, MN 5510.] NORTHEAST QUARTER OF TIE NORTHWEST QUARTER (NE 1/4 OF NW 1 / 4 ) , PO 50z N T (651).9 -1412 T 1 .p 626-2121 TWO NNCREO THIRTY (21U) FEET WEST OF ME NORTHEAST CORNER OF �� AR061ECT ARSON BNIINET ARCHITECTS BRIM _ON AA i 1(500) 6 2521 THE SAID NORTHEAST QUARTER OF THE NORTHWEST OARTER (NE 1 /4'OF .1 NORM FOAM STREET Hw 1/4} 1HIENICE SOUTH ON A UNE PARA TO THE EAST LINE OF TtE O SIILLWAIER. MN 55502 nw ENGINEER SAID NOTRMUST QUARTER O' THE NORTHWEST QUARTER ME 1/4 OF NW ---. ^\ T E. 4.—. IELERIIONE own 1/4). TOLE NUNTIED (300) FEET TO A POINT: THENCE WEST ON ALINE T (551) ]14 -'!529 PMILEL TO TE NORM DINE THEREOF ONE HUNDRED NINETY (100) FEET W iRGlrACE �� OTL RNO DEYFLOPMENT SIEVE JMNSTGI, P.E. TO A POINT; THENCE NORTH ON A ME PARALLEL TG ME EAST ME Development Consulting CONSLLTNO RILAR SARAMONG RLA BULDIVS CALL ME THEREOF. THREE MUNDIED I1oo FEET TO A PENT ON TIE NORM UNE • • AtA su6wG PLAN. H1EVAlv4 A 6KNAO P Ys _ LAOSCAPE P.0. B00f i51 T (812) let -{804 1615 tlE57WT AN]IVE O' SM TRACT; 1HENlF EASE ALONC TE NORTH ENE TEREOF. OE I • A1.1 61EpN/ 90HAOE OETNS v —_ 00TH 5f .I �� LONG LANE MN 6!166 F (952) 476 -06]6 NAM& GAS ..L ENERGY NIHNEAPOM MN SSMS NNDREO NINETY (100)) FEET TO TIE PLACE OF BECRNN4 SLB.ECT TO I • • O.1 f105NW CGATMS PLW LONG LAKE, MN 55356 ON OTY O OAR PART( NIEIGHTS JJLE "T"A" T 1(600) 626-2121 EfO"NG XKNNAY EASEAQNTS, POWER UNE EASEMENTS AND RESTRICTIONS ` PLARNR an' OM PARK &W- N. i 1(ROO) 626-2!21 O RECORD, WA96NaTaH COUNTY, WNESOTA I • • G.2 6EY011naNl PLAR P.O. BOX 357 Po BOK 2007 T (951) 151 -1661 IwN SITE OAK PA16( IEIGNT. NN 55052 F (ell) .9 -0.514 I • •_ 112 .E ORAlS I H6: BILN1AN11 Q 511TH �� PLARNNG THE BANNING CGNPMY. = SCOTT RIGIAROS. AIW C I • • CAI oRA•p r1AN FATL 93Y{16AN6 SE tT y GNARTMT 36TH MURSIW AVE N I • • 112 ORkONO OETNS I J� 5AH STN / SINTE MN 653D1 T (163) 231 -5510 I • • C, IHRM PLAN I F ]O3 {27 - 05. I • • C1.2 01A1TY OETMS I an RCNESMOO. ROSENE, AN%PLM CHRIS LAIC I • • U.I IIQC PI®IVAWp PLAR ENDI EEIR t ASSDOAIES INC. 2115 WEST NGIWAY x T (651) es1- 801 -48Ge I • • Lz+ WOTJH PWl 4 ST. PAUL, Nx 5511] T (551) 651 -NY -na I • • v.l L.PE RETN� GRH10001 I • • NPPP1.1 6revr PLAN I CROW WATERSHED w WAiFASIED NOOE ST. ( • n3 NOTNO xTAU I 65IX SIN A& GSIRICf MARAMNENT ORGAHZAIgN I • • n.l NRIIFa PIA` 1150 NEST FRONTAL: ROAD, MWHWAY . T (051) 275 -1118 STLLWAIEA. 1 55052 F (951) 2T.� -1254 NOT 70 SCALE EXHIBIT 2 NOTES OWNER/DEVELOPER 60TH STREET N. 1, BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY GARTNER STATE HIGHWAY NO. 36 PERFORMED By 0 CORNERSTONE LAND S . ALL FIE MINNESOTA, ON RESTAURANT AUGUST 25, EXPRESSLY FOR THIS PROJECT. CT. . VERIFY ERIFY FY ALL FIELD CONDITIONS -_ _ __ ___ _ _ _ AND UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE THA I IMPACT DESIGN OR IMPAIR CONSTRUCTION. CONSIRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. HOLDING LLC — - - - 2 DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF STRIA ATFR MN 3iIW2 BUILDING UNLESS NOTED OTHERWISE, O 3p. MEET AND MATCH EXISTING CONDITIONS. PROVIDE TRANSITION AS NECESSARY. a 4. ON -SITE CURB TO BE 8612 CONCRETE CURB k GUTTER. MATCH EXISTING CURB LYNSKEY PROPERTY - - -- - -- -- - MANAGEMEN Sp. PARKING STALLS TO BE STRIPED WITH A 4' W 'HIGHWAY WHITE' PAINTED STRIPE. I HANDICAP ACCESS AISLES TO BE PAINTED WITH e A WIDE 'SAFELY YELLOW' I-ILI Tlf 1,i {IN STILCCT SOUTH FRONTAGE ROAD PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLES TO STALL, %l -1 11 TILL11ATE MN S m: ©MAXIMUM CROSS SLOPE 1.5X. ON ALL WALKS. Vtf nuCK LI'n SKLI 3 rnr .sn.:•:a,z -- -- -- - []-T ff> INTERVAL WIN TOOLED JOINTS AT B ___ _ _ .__ __- _\� ___- - - - - - -- CON � 4 HIGH B STEEL WITH CONCRETE FILL AND PAINTED BLACK PATIO TO BE BROOM FINISHED CONCRETE PROJECT AVY. 7¢ \ � FUTUMNDO�B7p TTER T:� iHEAVV\'. UU' -< - _._- ________ -__. __ -- ®BOLL ARD TO BE <�IIUNH�W6 T- -- ___------------- ______i -__ - -- 9�. SOD BOULEVARD AREA. _ ______ -_ • `, i - -` -�- - - - - - - - - - - - - - - - 10 FRONTAGE ROAD 7D BE REBUILT BY MNDOT. DRIVEWAY APRONS CONSTRUCTION i y y`9 DD NOT ENTER/ Al.t 1 SUBJECT TO COORDINATION WITH MNDOT DESIGNS. l THANK YOU SIGN 9V . - -___ ti s 1/ SEVEN -WAVE BIKE RACK, 2 -3 8' 9 GAUGE SCHEDULE 40 PIPE ANCHOR RODS ri a . /J) 1 ( 11„ I I! f CONQifiE G I STOP., a::� Pt1.ON SKY! "'e.o � / OPIVE Y, y4,,- MCIIITEGNRE P BELOW GRADE. PROVIDE 5' ACCESS AIRES BOTH SIDES OF RACK. fENN err-- �- --- ^<r- --^Y'- AI:4 S(fI' /EST' ` Si P � 1� I� q �•, G21 imtTACtBNceD" d <1 4A ��}- � $ -- - - -- - - I SITE PLAN SUMMARY LL UU�I --- - i n II I - i.NY1Tid)C Ef.2 = 11 -J G, `SNYH °CHIkTE -- - Z RALX ONING: 82 - GENERAL BUSINESS DISTRICT ,:STEPS REQUIREMENT PROPOSED OAK PARK HEIGHTS, MINNESOTA 33. - ! III YARD SETBACKS _ . 10 SIDE, 20' CORNER LOT . - C2.2 ACCESSIBLE STALL ! I ( ) 10', 20' } _ { RAMP f 20' z0' REAR ARCHITECT AC ~ ` PARKING SETBACKS -- CESSI 10' to N aTVP FOE dQ_ ApP IrSTA1,l' `'+ D m J✓ _ C52 (� BLL > SIGN SETBACKS BRENNER \L7AXIMUA)`a "OC: (I`Tyl •� - - - ` 5' S w GRILL & CHILL } li BUILDING HEIGHT RESTRICTION . 35' M1� lyil��x�J1Y.7 7. P if ! •B1} • . I[� !_ ��e� • E _ CORE 47+ MINIMUM LOT FRONTAGE'000� .FT. 190' ti[:Ilw.l:<•r. \/N � V132 69 SEATS ``. 9r;ronoue 2,164 SOFT }- . 4i vn5n I' O III I ;.:.ii.;;.;:.i• a m -.� FEE 911.0 / / o .'I n ( y`• +T. J.S• :. ----/- �, L DRIVE THRUJ i AREA SUMMARY I DRAMANG S r `+- _ — — PEDESTRIAN CURB RAMPJJJ r WINDOW ` ; .,'`, SUE 56.963 SF. 1.31 AC.) M WARNING PAVERS_- i�,k RIGHT -OF -WAY {.077 SF. (0.10 AC.) ADDRESS CI'T'Y/ STE PROJECT m E >a .. 52,886 SF. (1.21 AC.) r I � C2.2 RIBBON CURB lM1H DETECTABLE - - _ SSED 30526 SF. (58%) COUNTY }� I MPERVIOUS A D C OMMENTS \' BITUMINOUS \ �,I ," '. `.,I `., `. ` �i BUILDING s TRASH 2,637 SF. (5R) SURFACE OMMENT M I I�ACE _ Bb 4ARP 889 ( m . 1 . -a. III (PARKING O / / 0 TYP 5 rn � � PA VEMENT 27 W. 53R ) 3 WALK) I(f 05 I PERVIOUS ( R) :> i , - Twd. i• ;1 ElNie ` t� r } t y .f � REVISION �`'(' �`s• PARKING SUMMARY OUNTY RE' UM DATE - B . -- -- 9 -- - - 76' -- A.S' PR N D F CI SUBMITTAL 09 /14/10 SF. 42 Z 2r: V . • ,:. %` J ;.11`. A _ _ __ _. _ ._ - — _. — C DDR`c5S CITY/ 1G /O5/10 . ., "1$�I• (. 2x2' ``.� 20 REQUIRED PARKING 42 STALLS 20 t 22 n a , UTI C ,:UMIAENTi --1 ( = 1 STALL/ 350 SF. GROSS FLOOR OF SERVICES 27 STALLS L' -��,m Z;�' ''..I.: . , `I _ _ _ t i . ._ J'� .: a ` " }. 4 2 STALLS FOR DRIVE 7HRU 2 STALLS r #Y' TALL 80 SF. K t STORAGE AREAS - 13 STALLS ( _ 1 1 ; PROPOSED PARKING = 43 STALLS 8812 CU C2.2 k „ ` t / 1:: 2.2 RIBBON CURB'':..'::: ``IR 1 (TYP) ','':.'�l x ,A.:' � •'`'• 1 2-8'X20' 3%X18• ACCESSIBLE STALLS R3.5' — — _ - :,:y,•• "a �.'.l " +. - - -_ - -_ 18- 9'X20' STALLS I M _ ! z RIO' 7: g * . � c2.2 PIPE BouARD INSTAU - - .I v . LEGEND CERTIFICATION B MAX] MUM 8. OC� en Y r til f Plon xas PrePmen tw u :,t • \ - �tIVE TIiRU A1.1 MIN _ t1' Y I M1n m n xupo-nsion, a \ 'QR�CTIM�AL ON x `� ESSED. CIJR91 (TRUCK ROUTE) PAVEMENT En9meer s n w MINNESOTA U e a nY e J P"ofes >ntl CONCRETE PAVEMENT e, „+, y _ _ 810 INFILTRATION BASIN :tan i' P�E�7R `dl)lB 1tAL�R ' a tral::r, o. Oa1e: 10 /JS /10 W DEZEDTABLE'• `WARN �: 59- :alure sM1 n u a itm re o onli RNING PAVERS. ±� I. e s9neJ cos cof tn.. Rl n r'tI ,4f< eve1 Co� t Q­ q,meel aalRHOsnN s nsis ing CHTIN E12 �. •� it / r f SUI)FACE I O SH I ENCLOSURE Development Consulting nr - xis ; • ^ '. — — -� -� — P.O. BOX 357 • I LONG LAKE, MN 55356 PHON -612M"(4 FAX: 95L{76 976 III SHEET SITE PI.<1N N O R T I I I PROJECT NO. 0 20 40 I GR1410001 C2.1 I 5 (:ALE I N F L t'E FILE C20I GRHOt DN'G EXHIBIT 3 ONMER/DEVELOPER AT ALL TRENCHES 2/4 REINFORCI G RODS SHALL BE PLACED IN THE LOWER PORTION GARTNER OF THE CURB 20 FEET IN LENGTH. CURB TRANSITION 20 REINFORCING RODS AT CATCH BASINS RESTAURANT 3' MIN. NO LESS THEN 10 FEET IN LENGTH. HOLDINGS, LLC CONTROL JOINTS SHALL CONFORM WITH InPa NI mTU 4Al'CILLO('E r12 "x12' TRUNCATED 1 MNDOT SPEC. 2531.30. (10' SPACING) ST1LLIe'ATLR,MN SAW? / DOME PAVERS W/ I 3n6• CONTROL JOINTS SHALL EXTEND TO BOTH rBITUMINOUS SURFACE 1 /16 / SEALED GROUT JOINTS THE MONT AND BACKS OF THE CURB AND BE 2" DEEP. LYNSKEY PROPERTY - - -- - 1/2 3 R MANAGEMENT LTD. _ , 11R GR'TI1 RAIN Sll(LLT `___�_ SLOPE 3 4' 1 12 'R SnLLMAn:tL n1N SvN; � P � J— (PROJECT O ACCESSIBILITY CURB RAMP — B' ( 12" — NO SCALE 6612 CURB 1/2 "R I 20' j < � .fit i U.14(S� 2 { RIBBON CURB OAK PARK HEIGHTS, C OF PARKING STALL MINNESOTA CURB jvp 1c, NO SCALE ARCHITECT STANDARD 12'%18" HC. SIGN CARSON f 62.38 _ o STYLE USDOT R7 -8m BRENNER MITE ON BLUE 4 3 I 3 I 3 �: �'.IM:IrrOl�lray 48' EV EN -BIKE TUBULAR STEEL RACK /-1612 o 12" TYPTYp, y n ��S T CONCRETE, PAINT FINISH TO Pop vpu I . M ` MATCH PA 110 FENCE I { � tiC:ilw;R�':. 4TtJ 55115? LEXPANSION JOINT fry 4.10 :I/ft( (BOTH SIDES) 40 DEPRESSED CURB SC I DRAWING �HEWL 3/8', 9 WAGE I'll ADDR D E PPIPE i Y% 12• STEEL POST E� NO SCALE CITY / {FIjL E D D B D DIA. PIP�CRETE lJ COUNTY COMMENTS FINISHED GRADE _ y � GRADE I I I E 2 -Q25' DIA % 12.]5" a ra ]flrpTM 1x IPAVT� I R VSSION O DATE rr RODS SET 2'X12" STEEL POST INTO MINIMUM � CONIRACIIdI PREJMINARY SUBMITTAL 09/14/1C �TMCH STEEL POS B ADDRESS CITY/ 1C /05 /10 DIA.XIB" CONCRETE PIER , 1 ARI15 Io BELOW FROST UNE AT 4' MINIMUM Q�I © PP— PPo A I I O COUNTY COMtAENTS + t 1 ' ` N. NAIKI - - - < A 6 4 H. M wWYAIE - - - - All( - -_✓`_ � - I i , PLAN BIKE RACK ao: FE/Fr. aRPE a NTWImIAIE 7 ACCESSIBILITY SIGNAGE � �v4 R rowARM ROAaW 9M �� � O NO SCALE O NO SCALE vwaAwE nom I `` +I ro CURB wA aITWRs — R o I CERTIFICATION SECTION THRU WALK I CONCRETE WALK 7fl ee 'N my e.- er . �e Nr me.ym Ircme a `^etes.�onat ., Engineer tl Lows o e s1y1R'V Qj MINNESOTA `1 A Y K1 r jFITCH, SMOOTH CONCRETE FINISH NOTE: <dmwAE -,-I.- No 1691n 1 Dale lD /OS /1D I d . e,m ., c c 1. FENCE BE WROUGHT IRON FENCE WELDED CONSTRUCTION e S,q,.t- o a �qe m1 o eig.t.1 re roe Iq s - n WITH WITH PAININ T FINISH, BLACK (HIGH PERFORMANCE ACRYLIC) A ony f tf,.s n 7 NOTES: ^ ne nva n ue,t a n0 n 2. CATE HARDWARE: 0 sFE Rwo Orval• AL �IAP A. �( .e.2lxn,enl CO�so i� HSS 6" DIA a w ro z 0.28" THICK CONCRETE FILLED GRAVITY LATCH Pa' ¢aNElwc DESOi 6 p111ANR5. PIPE, FREE OF RUST, PRIME COATED WITH SELF CLOSING HINGE BLOCK � 4R" R WERE 1HE NA% ANE pTRU1¢ aRRILNT GRAY POLYETHYLENE COVER UPRIGHT HINGE CLAMP waRD K D(CFIDm. ouE To ,IE PaE1IMX a T\ POST HINGE CLAMP .� N Qi ENSIINa NAllt, 111E wAll( SHALL a: REMOYID AHD j F { ,,, gDiA ®, 011 I1E PAItDIDgT NARPm ro PROIOE ' - THE REIXWm pTRrHa spc vAW �. s¢ P1Axs Fat PIACDENT a wA4N AxN S -3' 6' TYPICAL SECTION A�� OMEN9a,s FaR FANSRwcmN a< aOIFMAYS. T T J' ND DmucnDN sxAU E MADE w aNO � aTrtR l r�r i �1/4' WELDED CLOSURE PLATE AT BOTTOM 2 1/2' BAWSTER SPACING TO I 2 01A BALL CAP HALF PLAN PERSPECTIVE MATCH FENCE SECTIONS S j i �PITdI, SMOOTH CONCRETE FINISH _ .p- I � 1/2 P R MAIUtlu. AA91ro M MIEN FINISHED GRADE ` 'L aRYEWAT PA—T 2 CIwCREIE ARFJ13 ARE PgMm ]FPwM1D -rJ. O - _ _ - _- _ ___ - __ ._ - -. -. - C AI 4 HIGH X 1 1/ 4" O]NDN VARNS ®1/2 K EIbAN]IOX Awls AT w FT. (AR ) WIDE CHANNEL TOP r Aow1M N �VALA 4 RAIL '/4" R. [( w'nN® ©w pR'AwAY 11Rpx63 (s w. Mw.l. aaRF,PT]�E wAK) R_ © PA .dT� R IE,NE. ro ,EFA� Development Consulting Ile •' rl' %1" BALUSTERS `� CURB REITI1R11 R11EN FNIRANI£ 6 pARSACm d ( CON]TRUC- Is NOT — MIDI- 1M3 POINT. WELED TO TOP AND QS wm saEwAt14 PAIL ro 11E BAa( a' 90ENAIx. BOTTOM TAIL PAw FT%t As Cala1ER aRIENAT PAYFYDIT. f S � ©awTRACTpx Awr (Falwm at aAgm} P.O. BOX 357 ° LONG I.A%E� MN 55356 SIB' NA WELDED HOOPS ^ >n 00 ---- ©ExoPHSax ANT xm IEauNC r AwAaxr 3C ARF Pa%ED Masa11NCALLY, 9FE PHONE: 61-11 11K O 18' Oc. 2 1/2" X 2 1/2' SECTON A -A ®gp PAXS FM NACpQT K Pm. CMN RAV. FAX: 93L4T6A3!6 r SUPPORT POST CURB RETURN OP Paw cdmACTax ARrt AS NFmm ro PRaoutt u n. �eE pN1s).Pwns (MAanR1 nom I SHEET ' - -- ' - - -- - -- - -- r -; - -- - -- - - - - r „/Y W IDE X 2 HIGH I - / - +s _ _ _._... _- _ - - APPRJND MAY 25. 2004 SFATE OF TRMS OTA SPEOFlCAIIfN! ST ANDARD s -� y 7 INA. -- _ - - VIBE BOTTOM RAIL _ CONCRETE OEPNt116ENT OF 1RANBPalTA710N REFERQICE PLATE S1TSITE DF,TAIIS N0. _ WALK & ss suTEaEma --- CURB RETURNS AT ENTRANCES �+ 7035M PROJECT NO. POST M R ANCHORED � /'� • /'� O PIPE BOLLARD 4 BOLTS vn n CRH11001 G G 11 NO SCALE O PATIO FENCE NO SCALE O CONCRETE DRIVEWAY APRON NO SCALE I FILE C202GRH01.DWG FCNIBIT 4 . NOTES OMERAEVELOPER 60TH STREET N. 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY GARTNER PERFORMED BY CORNERSTONE LAND SURVEYING, INC , STI LWATER. MINNESOTA, ON STATE HIGHW/,�Y NO. 36 AUGUST 25, 2010, EXPRESSLY FOR THIS PROJECT. VERIFY ALL FIELD CONDITIONS RESTAURANT q`b - - -- q ¢ ° j AND UTILITY LOCATIONS PRIOR TO E %CAVATION /CONSTRUCTION. IF ANY AN ES OWNER IMMEDIATELY DES NO TIFIED. AIR HOLDINGS, LLC CONSTRUCTION. . ___ __ _ __ -_ ___. _.______ _ ___ __ INFRASTRUCTURE INSPECTED STOJ.\ATFA 6. 2 PRIOR TO ANY EARTHWORK OPERATIONS, CONTRACTOR TO VERIFY THAT ALL � PERMITS ARE APPROVED. ALL FEES PAID, EXISTING "- -- "- - -- -- -- - _. -- --------- __. ______ -_ _____ __..._. _ -_ _ _... _'____ AND ALL INITIAL EROSION CONTROL MEASURES INSTALLED 909 X9018 ,.. 959___________________ __ 9�3 -_ % s9s3 - ... • % SO" 3. CONSTRUCTION MI TO FOLLOW SILT FENCE EXCEPT WHERE NOTED. 4. PROTECT ALL SURFACE 517E FEATURES NOT NOTED FOR REMOVAL LYNSKEY PROPERTY 9 0 9, s >- 5. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT MANAGEMENT LTD. O 2 -INCH CASTING SUMP AND ACTUAL RIM ELEVATIONS SEE SHEET C41 FOR Ilx 61TOTI1 nLVN 6T9CGT A C3.2 STREET_ PO pOti ,r, y° +o ACTUAL RIM ELEVATIONS. \V.iT611 DI.N 5511N: a. ' MEET AND MATCH EXISTING CONDITIONS PROVIDE TRANSITION TO PROPOSED CURB. c/1 nu I1.1'NSI.FI' SOUTH FRONTAGE ROAD + CONTRUUNITS � /// j' / /' 7 PAVING SECTIONS• PRELMNARY SUBJECT TO COMPLETION OF GEOTECHINCAL a ° - q -a � 9 90&tlU - -6 � / i '/ i �� - - - - °- - - s �> REPORT. I PROJECT BITUMINOUS PAVING (L i a^ }9 2 rt ___ �.,.q _ -_ � °° ^_9 -__ (LIGHT DUTY) q .° qpq ) y _ 6 _ . ` ® b, 2 - GRAVELq 1.S BITUMINOUS HEAR SMNDOT TYPE MvwE45035B) 14 _ Y - �. >t - - - ° r>T - - - - _ -___ - y„ x 9p58 1 ?A BITM NOUS B�SE (MNDOT LVNWI350308) a / - -° --°----- - - - - -_ 8' CLASS S AGGREGATE BASE (MNDOT 3138) \11 I •K'7 d °9 ] ] ` o + _ 9 C' _ _ _ a -. B 9 3' - _ __ % 905.6 COMPACTED $UBCRADE . ` _ __ _ -. 906-- ...-_- T TYPE MVWE450 ) 0 + oT ° IF tas `O 911 - - RC, J`•` - __ - ______ _ X -9 - - -- __ - - -.• eq D p: o x TUMINOU TACK COAT 235-1) ROCK CONSTRUCTION S PAVING (HEAVY M , L }° 909B °' I B [M D LVNWI350 t� C3.2 `Q I 2.0' BITUMINOUS BASE 35B ' x 3 EM7RAN_C_E _ q --- `` / q COMPACTED A SIDE BA ( DDT 31 ) I - -- 1 I s -910 p2 0 19j0 ( '3 q e. �W0347I'., ` C PACT 5 AGE k __r .___ -. __'_`_'___ - - _ -_. D ONOR .. .. , ' 9 AGGREGATE SE MN 38 ) J K I• ep e T G ETE WALKWAYS 4' CONCRETE WALK - 6'x /10 8' S ELECT GRANULAR BORROW (MNDOT OT 3149.282) OAK PARK HEIGHTS COMPACTED SUBGRADE b9o' �cDNCRETE DIVE A PRONS AND SLABS 7' CONCRETE SLAB - 6'x 6', #10 WWM MINNESOTA y SILT FENCE _ _ _ __ _ _ _ _ _ . __. _ _. ( WWN FOR ALL LOA DING AREA I, (T•P) m 9U3O 6' CLASS 5 AGGREGATE BASE ( r n. 1a,0�. __ -�° 1z'Xtz'. /+ ( ) ) 0 jp MNDOT 3138 COMPACTED SUBGRADE I ARCHITECT SEWER e3 109 1� .9D a� c3.z STORM ma _ LARSON .9i..00.,; 5 � is -9 W }q °qq - _- 9 - -- $ q - - -- - -- -- -- - BRENNER J ^ ° I - ! EROSION CONTROL NOTES SEE SHEET SWPPP1.i FOR ADDITIONAL INFORMATION �' � 7 I ,II�xiIK'f L�H __!.____._ - ra`rah Fonnh 5nn *, �F. 3 910.831k = - = 0 - o (JOIE 47 +LL YQ,b, " 'I WATERSHED AND STATE REQUIREMENTS COVERING t 7 ,909. ,,. RI ;1 III w 0 - 9c { 9 ] 10.50 ` 1. FOLLOW ALL LOCAL, COUNTY. Snti•.T•ttu Aiti »fIb` I, {{ . } .. 909. ° 1 69 S�`Te$ „I � 570RMWATER COMPLI ANCE. Ct .e •t u r '9 2 a s i 911.0a ,91A. _ +�' II4 9y 2,164 SG).FT }( ,yam I 2. INSTALL SILT FENCE AND ROCK CONSTRUCTION ENTRANCE PRIOR TO COMMENCING h < I - .00 910.:T 1 q,. 4_ .� 1 4/ R { gOg g FEE 911.0; E GRADING ACTIVITIES. AS GRADING I$ EXECUTED. THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK EN7RANCES, AND CATCH BASIN PROTECTION AS Q .90 909 X --- gip, !9814 CONCRETE SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. DRAWING G.IM rTI z I Gt rrl , �' 3. 7HE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES 70 THE GRADING LIMITS SHOW ON _ _ SECTION �YY� C3.2 I FlL _ _ AQ 1 q'> I II 7 GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL M LOCAL y y / TH lI I � BASIN ( $O 91 . � -- ______ -- INISTUR AREA AT ANY GIVEN TIME. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS RATIONS TO O MINIMIZE I i INTERN BIO TR aAJ7N PAMNG - .` .` +`,` - - {_ _ __ __ - __ _ _ _ _ _ _), q °q` n C3.2 BID FILTRATION ON I� 911.00 .`� li � B z i � � r. THE DISTURBED AD DRESS CI TY TY ' - II ppp 4(f'�pp�9T690 X .B `. 4. ANY MATERIAL DEPOSITED FROM THE SI7E ON ADJACENT ROADWAY AND PARKING z (\ Yq'j,9t 9 OS a °0 \+ L OUN]RUCTION li, LOT SHALL BE REMOVED AT THE END OF THE DAY WITH A PICKUP BROOK. COMMENTS I' HITS M 0 III°' rn .\ Q - - -- ' 9 - - -- '--9,, 0. \ .QI I - - - - n 5. EXCAVATE BID INFILTRATION BASINS WITH INITIAL GRADING CONSTRUCTION. DO NOT 10 /05 /10 0. _ BACK FILL UNTIL AFTER BITUMINOUS BASE IS IN STALLED. I,IJ w C 1 +I tx - -- -- 910.75 9ta �9Tq: B. F: ' \�Ir - t Il� rn C3.2 X - -' - B. REMOVE SEDIMENT FROM SEDIMENT FILTERS PRIOR TO SODDING. REMOVE I REVISION B -� L CONTAMINATED SAND, PLACE TOPOIL. AND SOD. z�F. III BITUMIeNWS 9098 I PRELIMINARY SUBMITTAL 09 /14/10 PENSION DATE PAVING ACTION ADDRESS CITY/ 10/05/10 e1 9`Q INCLUDE RIGHT -Of -WAY NPDES AREA SUMMARY oUNTY COMMENTS - - -� -- - - - --- CRE EXISTING PROPOSED p ON j -9 7., B q` - - n ° TOTAL 1.31 ACRES 1.31 ACRES ` h �ONTR UNITS ,e ` � � �`•�•. ``• ` t - #'__ ._ _'F _ __ - _) III I ^L q {. ,� .k `, .!. IMPERVIOUS ,S 9) 913 913.15 913.50 / o _'I e1910.78 9ia j y°9 ^ -__ BUIDING 0.06 ACRES 0.06 ACRES i2' 'T ` 1 P PAVEMENT 0.85 ACRES 0.69 ACRES 91ST 9 1 y1 .913.15 � r« 913.15 } q,\ - -- - - -- \- 1 TOTAL IMPV 0.91 ACRES D.75 ACRES •� 12 _ �6 -� ` (`. L \ ,- u PERVIOUS 0.40 ACRES 0.56 ACRES I CERTIFICATION .__ il- _- __ _______ -`h .__.______._______�,_f. __ -__ #_ era6yc under l �my Erec�l 'II 6v me. or , _ MINNESOTAnE r fFe laws It YLicena �nd SILT FENCE LEGEND \ Tl ` Z ' - - - - C ONSTRUCTION ,e ,taw - -- LIMITS OCK CONSTRUCTION ENTRANCE a 1w1 0 1891 a e > 3> ' 7 0,> dF�latr t e o f s /tp aE Tk - - - #- - -- - -- - - -- ` 1,re en w 1a a algn.1 ,e uallon or \ B1 s19�m 1U01)5 SILT FENCE R Wet aw t0 - A `'. st3, - - STREET PATCH 111 d awllaele uooe edRHD n oreglnal signed copv of tn�s t Ian 11 }, ® ( ) Oe Pmmt Conaulting re9 t a t HEAVY DUTY SILT FENCE - - C3.2 HEAVY DUtt SILT FENCE tl \, \\ Q `,\ .`. gyp° \ (TREE PROTECTION FENCE) E W DUTY BITUMINOUS PAVEMENT FENCE) oe. 3 l 2 (TREE PROTECTION �\' >f yT 'PI ti CATCH BASIN PROTECTION (TRUCK ROUTE) (TYR) 14.301 1 I O +q`0 jw`` _ __ -_ __ - SO .v %920 PROPOSED SPOT ELEVATION CONCRETE PAVEMENT R PICNIC AREA �N ____ --- - -____ _._ - -_ -- _ ___ ._____x 9" SPOT n., ` q ° PRO I FENCE m k 3__ M 2 - - -- 9128 91 1, / m 14.eo__ T n 91 91 �e _ + BIG INFILTRATION BASIN ! I ` '�>,��; g/a. a -q -- -- - -919-- 'i _ ;- ,r-�'k"e _ �� _$1s9T7 ��,F• \� +�, 9`A_ - - ._- _ H e c ° + h6 O ------ - Development Consulting /r . 9/ 1 's z,2 J 921 p P.O. BOX 357 ` ! % 9'N9 I 5M1 M12 LONH 6U 3 ,M�55356 + } FAX: 95L476 -0916 SHEET ti 1, - - 8 20 8 GRADING & J q M1`" %912 % - - -�\ I + � EROSION CONTROL PLAN q °e , N O R T I I I PROJECT NO. 0 20 40 GRH10001 C3.1 Know whats b2IOW. Call before you dig. 6 C. A L E I tr F t L FILE C301GRHOLDWC EXHIBIT 5 60TH STREET N. NOTES OWMERAEVELOPER 1. BACKGROUND INFORMATION THEN FRON BOUNDARY AND I RIAPNY SURVEY GARTNER STATE HIGHWAY NO. 36 PERFORMED BY CORNERSTONE LOUD SJRVEYNG INC , STILLWATER, MINNESOTA, ON AU ST 25, 2010, EXPRESSLY FDR THIS PROJECT. -1 ALL FIELD CONDITIONS RESTAURANT AND UTIUTY LOCATIONS PRIOR TO "CAVAIDN/CONSTRUCRON. F ANY OISCREPANCES OR - - CITY OF _ - - - CONSTRUCTION ME E SHWLD BE IIMMEDIATELYENOnFmMPNR HOLDINGS, LLC CURE OPENING IN EXISTING �- "' -- -- - -- -- - -- -- - Auy nl,RnIMi51TFI UlT 2. VERIFY ALL CONNECTIONS TO EgSTNC UTUTY SERVICES PRIOR TO CWSTtUCTW I � PIPE AND NSTALL WYE ANY dSWEPANCIES BETWEEN LOCATED Ul1UTES AND THE EXISTING CONDITIONS STnI "W 1T<A Mn'r�lz _ PLAN SHOULD BE NOTED AND FORWARDED TO ME ENDINEER. CONNECT TO EXISTING AND VA- - 3 ALL CONNECTIONS TO CITY UTUTES TO BE IN ACCORDANCE WITH ON WITH TAP- SLEEVE AND VALY£� ® ARK HEICnTS STANDARDS. LYNSKEY PROPERTY 4. ORM OTOR TO Fill ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT MANAGEMENT LTD. SOUTH FRONTAGE ROAD PROPERTY IS NOT DANAMD WRING UTuFy NSTAILATW MINIMIZE DANAW TO EXISTING PAYMENT. FROM IHS S 5. ME LENGTHS SHOWN ARE MEASURED CENTER OF STRUCTURE TO CENTER OF \TDLWV�,u,A vi PATCH DAMAGED STREET TO MATER EXIRwG� I SIRUCNRE. Anp W ;y1ya B. UTWtt SERVCE LO CATIONS MTIN B NE SHOWN CORRECT AS OF THE -_- - - I - - DAT W LOC ATIONS PUN WITH 111E MECH NIC& PLN PRIOR TOANY nUTY CONSTR C SO CONSTRUCTION TH - J PIPE MATERIALS' S - --------- PROJECT 6 DIP _ - __ _ _ _ - _ _ _ _ 1 D W 26. 6 PVC MR 26 STORM SEWER 12 1 IS, / W' DRANTILE B --A.. HDPEP call 90].20 MPLY 2 - - - - _ / - ADJU -- - - - _ - - 8. ST ALL IRES, STRULT PUBUC AND PPoTE VA, TO PROPOSED WPDES NHERE�,i T/C 0 CBMN 1J DISTURBED. CO WITH Al REQUIREMENTS OF UTUTY OWNERS. STRUCIURES 90.5.5 M ❑EI o BEING RESET TO PAVED AREAS TO MEET OWNERS REWNEMENTS FOR TRAFFIC INV 9W.9 INV -.1s HMI' _ - -- - ' LOADING. - -- MAINTAIN 7.5' COYER ON ALL NEW WAMRNAIN. = 1 o 10 v A DOUR -RING N SHALL BE TEST SHA BE CONDUCTED IN EACH BASIN. TUAL �N ME AC IN %LBATWN RATE IS LESS THAN THE DESIGN INFI-ATON RATE TH OF - - - - - -- - -� -�- 0.5 INCHES/HOUR E INFILTRATION BASINS SHALL SE CONERTED TO SAND SHE THE INSTAIlATW OR ORAINTIE AS INDICATED IN DETAIL 10 ! 11 I� SIHFE 0 .1 .1 .z OAK PARK HEIGHTS, $ . 2 " 11 RECORDS REUIINC TO TIE SERNCES TO TIE EXISTING BURONG HAYS NOT BEEN MINNESOTA LOCATED. REUSE EXISTING SERNCES IF THE Mil ME IN GWD CWgIIW I6 [ AND OF ADEQUATE SSE. CONNECT OIRECTLY TO MAINLINE IF NECESSARY. - - ' - - E 12 COORDINATE WITH ELECTRIC CONTRACTOR GAS TO FRONDE CONDUITS AS NECESSARY ARCHITECT _ I _ FOR SM UGHTING. SEE ELECTRICAL PUN FOR ADDITIONAL SM ELECTRICAL 1 83' -12 HDPEP O D.5X-\' INFORMATION. T� Ti \ CY g ] y I !' ED THE THE PRIMARY ELECMIC, TRANSFORMER, AND METER IS PRONDEO A. INS- LARSON BY E SECOND NY ELECTRIC SHALL BE INSTALLED FRO MECHANICAL R" MECHANIC ROOM BREiNNER 80332 - -- DQ %X% TI , \ 904.]5 GRILL &CHILL , (9i TO THE iRANSFWMER AND IS TIE RESPONSBIUtt OF TIE WNIRACIOR. \ \ C iE INL 90].32 .J /,( \ \ _ [-� - to COORD INATE N WE W1 XX % PROVIDE S CONTRACTOR TO PROMDE J' !.� �. 1D CGRE 47 A 2^ PVC CONOIMT WITH PULL -STPoNC FROM EzISTN SERNLF TO TIE BUILDING. POTENTIAL 3 69 SEATS AIN TIE OORDINATE IN AFTE W NEW GAS SERNC£ WITH %%% AT %%%X NEW SERVCE PERFdIATED • I 2 FEE SOFT '� - TO BE INSTALLED AFTER THE E 3AB/T'WNOATON IS E0 BUT PRIOR TO FEE 911.0 INSTAIUTON X OR- OR- BASE RN PARKING LOT M TX CAS METER WILL BE �SUPPLED BY %%% THE CONTRACTOR S RESPONSIBLE FOR TIE GAS SERNCE I TIE MElpt TO TIE MECHANICAL ROOM O Fn B.. - C4.2 CREASE TRAP I DRANINC TOP IF BASIN SID ]5 r� \� I„ 18 PRONDE LANDSCAPE SLEEVE PER 1RRICATIW PLAN PREPARED BY LAHDWME Bill OF BASIN 9DJ.J5 /��,' CONTRACTOR. LANDSCAPE REEVE TO BE 4 MHEDIAE BO PVC N D1- AIRES IT ` 5 4 AND 4 S V BEYOND TIE EDGE CURB OR P S-ED . 4 BELOW GRADE. EXTEND ADDRESS CITY / j'I a __ ME BEDDING (TYP) - C4.2 O 16 - 1] REMOVE AND /OR REPLACE PAVEMENT, CURB, AND WAl AS REQUIRED TO MANE CO UNTY FCT1 J - CONNECTIONS. MATCH EXISTING STREET SELTW, CURB. AND WAIN(. COMMENTS Le^ l 1W110�'' E 1115 C ', - BEND 1 �, < z -e -4u - - - 10 /0$ /10 Fn - ' - i - - 6 DIP - BEND RIP RM tll RENSION 00• Z 1 HoPEF a D 5a _ •e _ : • / �° '� STORM SCHEDULE p2 � HYDRANT C4.2 \ \ _ _ • nd - L , I M r I B.F. 1 I CBMH STRUCTURE BUILD TYPE CASTING I GATE VALV£ C42 I / t S.3t IB ^dA R -4]42 - CBMH 4 - - ✓ \ (� r I,' ICBMH 2 8.3(1 M - dA R -1842 T/C 91280 POTJVTIAL DRAIN , I -NN. ,Ku Bx_ _ - _ B PERfIXUIfD PVL ( I of - - - - - - I I � ICBMH 3 B.43 4B^DIA R -9342 1 ICBMH 4 1 8.98 48 4342 I N�90382 R - �8 =' -12^ HOPEp 0051(1 ICBMH 5 1 5.15 WOU, R -4342 ICS 3.W 2YUTA. R -4342 -- B. F, Z \' ` CATCH BARN C42 ® PoF RM ' r 1 - Z I MNHIXE (TYP) - 5 - - - 2 OVERROw - I6 -\ / WARNS <_ 1 \ -� NL i¢im .a If CERTIFICATION I TOP OF BASIN 91].0 - - n I'' B.F. 2 INL 9W 0 B1M OF BASH 911.5 •- C4 PVC PERFORATED INV 903.82 -- - - ___ - - -- 'F - -- - - - - BTM Of BARN M�i� f - • , . _ _ _ ___ _ _ TOP Of BASIN BOBS I Smo I - 8^ EIYORATED PVC IB I 1� 1 1� 8]' -12' HDPEP O 2.95 1 CATCH BARN 2 G. I I - -- INV - - - - -- 6 \ I 1 Dcvclopmcnt Consulting - - -- - -- - ----- -- -- j - - P.O. Box 357 LONG LAKE,, MN 55356 E�SO i P FAX:952AT6M4 _ __ .___ _ _ __ _ __- .__ I SHEET UTILITY PLAN s NORTH I PROJECT NO. S q C4 .1 I Know what's below. U 20 40 GRH10001 Call before you dig. r., L -N T , L T I I FILE EXHIBIT 6 NOTES OWNER/OEVELOPER 60TH STREET N. BY CORNERSTONE GARTNER 1. BACKGROUND I , S N TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED THIS STATE HIGHWAY NO. 36 LANG SURVEYING. NG. CO NC TILLWA MINNESOTA, IO AUGUST 2010, EXPRESSLY FOR THIS P. RESTAURANT PACT DESIGN OR IMPAIR CONSTRUCTION, THE EN UTILITIES U 1 VEER AND OMER SHOULD M BE MEDIATELYNOIIFIED. - 0N TO O IXCAVATION CONS C I IF ANY - - - -- - - - - -- - - 1ST TREE NO 3860 O ROOT PRESERVATION. N REMOVED DOE TO INADEQUATE BE SAVED BUT COUNTED AS REMO W STn.IA 1TfK,MN vIM_ 90+ _107 :__ - - _ -_ p - -- - Sufi I u _ • 306 TREE PRESERVATION NOTES LYNSKEY PROPERTY - -9 - -- -- - ---- -" - -- -- MANAGEMENTLTD. 0� _ 1. NO VEGETATION CLEARING AND TREE REMOVAL TO BE STARTED WITHOUT COORDINATION WITH THE OWNER'S _ REPRESENTATIVE TREES TO BE SAVED AND/OR REMOVED TO BE MARKED IN THE FIELD AND APPROVED BY IlnwmTll TLiln _'t'h[[T } / pc7 6nX :n I I THE BS. N OAK PARK HEIGHTS PRIOR . ANY REMOVAL CONTRACTOR PROTECT TREES, E REPLACEMENT AND �n1114ArEIt, nfN sy,iLG :1 I SOUTH FRONTAGE ROAD P OSSIBLE RESTITUTION. WHERE NOTED. UNAUTHORIZED REMOVAL WILL REQUIRE REPLACEMEN rn n.si+: .I+i1 PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES. a AND N TR _ " - - -- NCE EE l - " -- —.= - -- _ —_ __� — _� TURF. LL FENCES TO BE DISPOSED SITE PROJECT __._ ___ _.__ -_ _� _�_ ________ __ _ � PROTECTION FENCE UPON EST N OF TUG . REMO�SIL INSTALL TREE PROTECTION FENCE AROUND TREES TO BE SAVED AT A DISTANCE IN FEET FROM TREE EQUAL • F 1__ i '/ , _ - . _ __ _ _ ._ __ _ _ t __ ._ _- _ _ _ _ _ __ _ -_ _ _ _ _ ._ _.._ __ ..__ _ _ _ - __ . _ - __ . TO THE TREE DIAMETER (DBH). NO TREE PROTECTION FENCE O BE INSTALLED LESS THAN 8' SQUARE. / _. i 4�. RENOVE ALL DEAD WOOD IN S AVED TREE AREAS, PROTECT ALL TREES HAVING Y CALIPER INCHES OR If GREATER. ALL UNDERBRUS CLEA RING ACTT TREES. TO BE DONE BY HAND OR WITH LIGHT WEIGHT EQUIPMENT T AVOID ANY IMPACT AN DAMAGE _ _ —_ _ —_ 908 T_ ___ -� X90) -_ - _ -- 907 - - !TREE PRESERVATION SCHEDULE UtfO 9 9 `� 910 Ogi,r' ' ' _- 3n __ III REMOVE PRESERVATION TAG TREE OBH NOTES - .� � - q _ „d PLAN REMOVE • \ 3860 COTTONWOOD 70 TRIPLE 9 7 0 REMOVE 3861 BOXELDER N/A (INSIGNIFICANT TREE) �\ 9" I REMOVE • 3862 WALNUT 10 OAK PARK HEIGHTS, 9 092 I II • 3864 COTTNWOOD b (INSIGNIFICANT TREE) MINNESOTA I' 'II I / / 1 �""-�- _ _ • 3865 COTTONWOOD 24 _ REMOVE • 3867 COTTONWOOD 31 MOSTLY DEAD 1 - ^_ a _ _ _ __ __ -._. - , 9 0 • 8368 COTTONWOOD 24 DOUBLE ARCHITECT / .I Il i • 3869 COTTONWOOD 25 I %,, ti- _. - -. -_ I ✓ • 3870 BIRCH 8 3871 COT 16 (INSICNIflCANT TREE) - __ - - . 3872 COTTON 24 CARSON BENNER GRILL &CHILL III so II_ _ _ REM. TREE O N BE SAVO (CALCULATED AS LOST) 7 ( CNIFlCANT 7R ) yR x�FAy DID R - - - -- -- - -- -- - CORE 474 t_ A vlr;+..mh r:nnr amY^ I�11 \ �\ �_ s:,tl..•iRle; �t •. , TOTAL SIGNIFICANT TREES ON ATE 9 TREES 69 SEATS TOTAL REMOVE SIGNIFICANT TREES 2 TREES j' - - 2,164 S0 .FT III; I' ai 430 FEE 911.0; ' 4 Ir TOTAL SIGNIFICANT DBH = 245 INCHES II I' I , TOTAL DBH REMOVAL 80 INCHES __4 910 ! I \ r'— ' ---- y TREES LOST AS A RESULT OF LAND DRANINC ,I 910 A - TOTAL DBH OF SIGNIFICANT T I II ALTERATION ._.- __ -- III I TIT W I C a TREE ALTERATION EMEN CONSTANT OAIED OF HE LAND DRESS CITY/ - I AD Y ITT \I ' �- = REPLACE MENT THE (CALIPER INCHES) I o I I I D ES CALI ES COUNTY _ -- (A/B) C� A D II D -^ .. _ �(BO /245)a1.S3�v80 I� JS INCHES COMMENTS -\ = I II ' Q Z ',� - - - - _ _ MINUS 107. LESS INCHES FOR CREDIT OF SAVING MORE THAN 50% OF EXISTING 10/05/10 C I 11 .\ \ SIGINIFI NT TREES ON SITE - 4 INCHES --------- - nT - - i I, \� I - '' \ I , I I TOTAL REWIRED TREE REPLACEMENT 31 INCHES I REVISION _ -- _ - -_ „ -- _- _ - i - '\ - -- -i+` TOTAL PROPOSED TREE REPLACEMENT - 31 INCHES (13 TREES) I 1 u I MINARY S PATE \ �-' -- T- !I . _ ��- _- -_ _ c 2052 25 MAXIMUM PRE AUTUMN SPIRE MAPLE COUNTY S JOMIAENT,�AL J3 /,4 =1G 1 III _T I 2 -25 CAL GREEN MOUNTAIN SUGAR MAPLE 2 -25' CAL SWAMP WHITE OAK - _. - - y•< ____�___ _I \ N m S {N$" 2 -25" CAL AMERICAN SENTRY UN 3 -8' BL RIVER BIRCH (EQUIVALENT ENT 2.0' CAL) -- -913 —�� \�- i I' � 2 -6'Ht i. BLACK HILLS SPRUCE I f - - - - -- t', I I l l - -'( I SEE SHEET L2.1 FOR TREE REPLACEMENT �I 9 1 LOCATIONS, SCHEDULE, AND NOTES CERTIFICATION TREE LE I GE O BE SAVED �oriPa 9 E , w _ ,., . "y= _••' - -912 -� I� MINNESJTA `h gatr o.950 a e.1J /JS /1J .Y+ I . ` REMOVE TREE - - - _ - __ __ .__ __ - - __ .__ __ __ _ TREE TO BE REMOVID nnm5 m Ian : on R EMO VE TREE I #3861 1 � SILT FENCE C3.2 I �lr ✓ REMO i3 a ~ in ma n ouec�ie ae POn n e e,Ileat�gHJ n ul i Si IM UC LIMITS ` '� ) "`'.:• I I _ _ __ - -__ - A TREE REMOVAL AREA .. I 2 2 ( EE PR IECTIQ _ R i� � -'�:. ,,. ". • ., • .'• j - -• � , EAW tt Si T FEN �' 3 _ _ _ +� ) I - — — CONSTRUCTION UNITS ' &« 9 18. L _ _ '- - ....y>x ' .. .; .>3 .., .. - __ - -__ yU9T4- _ -_ -_ SILT FENCE TREE PROTECTION FENCE ( AW DUTY SILT FEN 9 1 _ _. ......, � E HE CE ) 14 ~- _ O .. <_ __._ x OVI`DEM TREE_ , r % 9 / ISEE SHEET C3 .I FOR EROSION CONTROL NOTES Development Consulting e 920 20 r' S 17 — _-____ —_ \NI , • ? 9 �' 9 ` a d REMOVE DEAD TREE -/ P.O. BOX 3 03867 LONG LA %E, M 55356 PHONE: 6t2,M24M14 r PAX: 9.5L476 76 II _920 I SHEET _- __ _ _ _ _ T .______ 2 , �.: n - TREE PRESERVATION PLAN NORTH I PROJECT NO. I I 0 20 40 GR}I1000I L1.1 I FILE L101GRHJI DIV-, 0 EXHIBIT 7 60TH STREET N. STATE HIGHWAY N0. 36 NOTES ONNER/OEVELOPER 1 PRIOR TO SIUBMFEMG A BID, LANDSCAPE CONTRACTOR SHALL MT ME SM AND RECOGNIZE ALL SITE CONDITIONS ME CONTRACTOR GARTNER -' IS M WRIFY ALL, BMW GRADES AND ALL p FACUTIEl LOCATED PRIM TO ANY LANDSCAPE WORN . RESTAURANT _- --AM WITH ME GENERAL CONTRACTM FOR INSTMUTION 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MISNED MADING AND POSRW SURFACE DRAINAGE IN ALL LANDSCAPE AREAS HOLDINGS LLC NOSCAPE CONTRACTOR MUST ENSURE THAT ME FINAL GRADES ARE MET AS SHOWN ON GRADING PINT. IF MY DISCREPANCIES m RE FWNO, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR ROOLURON. .TrtJ.0 ATFR. �1N a +Y. - - - 3. ALL PUNT MATERIALS ARE TO CONFORM MIN STATE A, LOCAL CONSTRUCION STANDARDS AM ME CURRENT ADDITION OF ME AMERICAN ASSOCIATION OF NURSERTMm STANDARDS. ALL PLANT MATERINS µE TO BE HEALTHY, HARDY STOCK. AND FREE FROM ANY DISEASES, DAMM£, AND DISIOIRARON LYNSKEY PROPERTY 4. QUANTITIES OF PLANTS LISTED ON THE PUN ARE TO GOVERN ANY DISCREPANCY BETWEEN ME OUANTITES SHOWN ON 11E PUNT SOUTH FRONTAGE ROAD SCHEDULE AND PLAN. PLACE PANTS IN PROPER SPACING F uU"NG LAYOUT FIGURES MANAGEMENT LTD. 5. ALL RANTING, NRF, AND BID FILMATON BASIN AREAS SAIL BE IRRICAIm RIM AN UNDERGROUND IRMCA IM SYSTEM. —DE SOLO IHe CI SEPARATE IRRIGATION ZONES FOR BID FLMATION AREAS FOR AN APPROPRIATE MOUNT OF WATER CAN BE PRONGED. FRONDS A7L IHI SLAM UIrL v. SEPARATE IRRIGATION ZMF TO TURF AREA OUTSIDE PROPERTY LIMITS NO WATER IS ALLOWED ON ANY ON D ENT, I.K.C. ND STWA'ATCR, W'+vH.` WAU(WAY, A BUILDING. ME IRRIGATION IRRIGATION CMIRACTOR M IS TO DESIGN AND SUBMIT 910P DRAMINC M IRRIGAl1TIUN DEEM AND C/D lIICF I.V\ShFI -- - -- -- - - - - -- - - - - - -- t- _ _ _ __ _ ALL On Ott TO MBING CODES A FOR REVEYI 5 OAK TO PURCHASE AND INSTAl1ATON. A% O! tICAnON OES H5 MET ALL - MEET RUMBNG N D AND -,l _ � ^ ^_ ^_�"�". -. "_ -- _ _ __ _. _..- _ __ _ _ _ _ _ _ _ -_ _ __ _ __ _ _ _ -. ©mGE ALL SHRUB AND PERENNIAL BEDS IIIM S% (B) OUCH BLACK NNYL EDONG (BLACK DIAMOND M APPROVm EWAL) I PROJECT I ;_ /�� 1i, - #�� _ `~ '.;" - - - -- ------------------- - - - - -- APRY FO (4 ) NCH DEPTH OF SHREDDED HANDNV00 BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES LOCATED it A- ,. I TIM __ ® f : j _ MRfXkNTT11017 - 1 APRY FOUR (1) NCH DEPM OF SHREDDED HM LL DWOO BARK MULCH IN A SHRUB AREAS. fIJ S- ORNAMENTAL Eau �� 9p. "MY THREE (3) INCA DEPTH OF SHREDDED HARpMV00 BARK MULCT M ALL PERENNIAL AREAS 4 / TO SOD SHOWN ON LANDSCAPE PLAN TO BE INSTALLED BY LAMSCAPE CONTRACTOR. SOD TO BE MNDOT 3878.U. FREE OF WEEDS AND By OTHERS III UCNTNG ryl DISEASE. APPLY MINIMUM FOUR (4) INCHES OF TOPSOL AND THOROUGHLY FURTIUM TOP IWO (2) INCHES BEFORE LAYING S (TYP) r ` ti - - - _ - MAINTAIN WORDED AREAS IN HEALTHY CONDITION - �_ 11. PLANING WIL FOR BACKFNLNG TO BE TOPSOL TO WMCX IS ADOm 3 LBS OF SLOW RELEASE COMMERCIAL FERTILIZER AN 1,4 i I • f 1 i I r' h; YARD OF PEAT HUMUS PER CUBIC YARD. TMSDIL TO K MNDOT SELECT TOPSOIL BORROW 38778 BMERAGIC mCINC (TB 12. SPREAD RANTING SUL AT MINIMUM EIGHTEEN (15) INCH DEEP IN ALL PERENNIAL BEDS PRIOR TO PLANTPLANTING. -- - W) •M 1 r h WIDgi ...: t 4" p "- - -- I -"y��.�L���}��. R '• + ^- ` 13 ALL NATIVE SEEDING SEEDING SHALL BE CER N OF MINNESOTA (OR AS S O BY ME MINNESOTA CROP I DECT AT LEA r �" .". "sj - AS SO CIA TION (MCA), D VFJRIF IFYNG ME ORION O' WED IS BE IS 1O BE FRONDEADE D /0 ME ANOSCAPE ARCMNECi AT LEAST OAK PARK HEIGHTS «- FURNITURE ;�4 W b OATS AYS PRIOR TO NSTALUTIM DATE. _ -_ °__ _ „- - er oMERS 15 (TYP) MERNSE M TIE LWO MINNESOTA (' 3' XHIGH WROUGHT IRON - il'I I 14 FOLLOW OW SEEDING E LAND SEEDING A NSTALLgN AI, AND 91E PREPARATION AS PER ME MNDOT SEEDING MANUAL 2007 UNLESS NOTED ORNAMENTAL FENCE 4.' -- `4 - OSCAPE PLANS. I a aty2Y4 ", �' 1I.3 DE TREE 1 PLANTING (TYP) 15 FOLLOW LANDSCAPE DETAILS FOR ALL INSTPLATM, UNLESS OTHERWISE NOTED. I ARCHITECT I '' y *' 15 LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS IN HEM-MY COMMON THROUGHOUT GUARANTY PERIOD. ME GUARANTY PERIOD IS • PINE BOLLARD RNN GARDEN _ _ it .- D�+L , i�� - T 7 SEm MIN f GRILL S CHILL ` I -n TWO DRONING SEAS0115 FROM DAZE OF PRONSONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. LARSON RAIN GARDEN ,'.'. ; BRENNER , PLUG CORE 47. H - OEtlO PLANT SCHEDULE 2 �t sa O FT i tirc«:�r�= B F 3 -. .. „ K I ROOT MANRE L' I KEY DUMIL COMMON NAME SCIENTIFIC NAME S. - F 911.0 � I I , TYP o f EE I j i I cMO. i sa C) �I `"::,.. (Tm) - __ UdNS TREES 'IIH,I , rre. _ ______ _ __ _ __ ____ -- r - ________ .Itirr 1 r 4 PUNTING (lYP) LIGHTING J SHRUB vLANMG 2 �I; ' 'I - x: i, 7 T BY OTHERS I I'fl D m CTw) ,} - - - I' I DRAINNG I 3 M1UMN SPIRE MAPLE ACE', —M M 1 2.5' CAL BIB 150'4 % 25'W 'AUTUMN SPRF' L2.2 —'—.US FREE ADDRESS CITY/ z PLANTING (TW) COUNTY m SM AT HARD mcE Cam) I "': $ ; COMMENTS m ­TUN ':l �- II / _ 2 ORE­TUN ACER SAMHARUM 'GAL BAR �5GH % 35'W III Z ,i .I• � B F ., , - SUGAR NAME 'GREEN MOUNTAIN' 10/05/10 a �I EDGE AT PANTING L22 'II R S:ED MIX EN I BED I REVISION T ' tttl ' 9 ttP (lYP) 5 j. µ .. F RAN GµOE Y NRF OUIRM PROPERTY LIMITS - 1W S TO BE M A SEPARATED gRIMTIM ZONE L " SHREDDE ,, r; <{ �' • 3 RIVER BIRCH BETULAR NIGRA 8' CLUMP BUD ON X b'W MULCH ( (TITYP) ) ( �) - - M � `fv - ` B. F. 2 PROVIDE SEPARa:E �,- -- IRRIGATION ZONE EM ( BID FILTRATION BASINS ' $ ^ (TYP) - TW e a �` ¢° j • z SRM -M OAK WERCH5 GCOLOR z.5' CAL BIB S V X 10'w yy RAN GARDEN SEED MIX • ' I , E - AN SENTRY M - - - - _ - PRE BOLLARD I CERTIFICATION . (TIP) —11 ` 4 MIERICM AMERICANA I.5' CAL BIB 10'4 % 25'W - PLANING AT PARKING J 2 � .� ILi_ LINDEN ( 'MCKSENIAY a 4 tY V - __ ___- _ _ t • Ny TIk ] ISLAND (TYP) EWROREEN YR. _ -_. -------- t� _ _ i t + t i''{' Y: �' \ 4 _ "•" 5 BLACK HILLS SPRUCE PIMA 4LAVCA OENSAM 8' HT. I BIB WN X 20'W a I' .v J, N M,@} • UCHING BY OTHERS � � - _ _ - _ - - I 4 ARBM E P SMOKE ENTAILS B' MT. BBB 15'X % 5'W " • ` I ` MORNLE55 COd(SPUR CRAT EGVB CRUS -CAW 1 S' CAL 8RB 20'4 % 20'W I � � `... J HAWRIgtN Vµ INERMIS •I H ( F c Ne S ANTE- -A 1.5 cu B•e 2DH X 2Dw PAGODA DOGWOW O TREE DIEM l - • KEY QUANT, COMMON NAME SCENTFlC NAME SIZE C TURF 2 PR MERINO CRAB MALLS 'PRAIRIEFHRE' 1.5' CAL BIB 20'N X 20'W C\ C 'J CnC Consult fi o m )n - EVERGREEN SHRUBS FlA P.O. BOX 357 iii -------- ______,___ {N1 2B MANEY JUNIPFA JIMIPEIRUS CINNEHSS LIMEY 24' XT. POt 4'H % 4'W Etl000U5 SHRUBS _________ ___________ --------------------- ____ __ -_____ _____ -____ LONG LAKE. MN 55356 15 BUFFALO JIINRER —1ERUS SABINA 'BUFFALO' IS SP. POT 1H % 4'N FAX: v52 <7KAKI6 LEGEND ''x I �"I D �Y BLACK µDNA MEUNOCMPA 24' HT. POT 1 5'4 X 5'W IF MY SUBSTITUTIONS O 23 DWARF MUGO PINE PINUS MUGO PUMUO 24' HT. POT 4H % 4'W _ T IF ANY SUBSTNTONS µE REQUIRED. SUBMIT WIRIITEN .. "' '- _ �- _ _ _ _ _ - - ---- ------- - - - - -- -- - - - - -- - - -- - - - - - -- 11 —US ICE, 36' XT POT 4'H X 8'W I SHEET rT ALLSNMANS SFR OOONmTS AND PROPOSm SUBSTITUTIONS TO LANDSCAPE : - 500 150 SF. PAN GARDEN PLUG. SPAFEO t2' o<. PERENNIALS ' +' DWARF DOOMED) 'AUEHMAN'S COMPACT ARDHIMCT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE 18 RED GNOHI E CORNVS ALBA SIBERIA, 24' HT PDT 4'H X 4'W AND /M NSTALLATM NEW ENGL NG ASIETI ASTER NOV AE -ANGUAE 125 FEATHER REED CALWAMOSTS % AWTFLORA - - 1 GM POT 4'H % 2'W "- DOGWOOD 'REMZAM' L - 1 ,NDSCAPP PLAN WO SF. SO FILTRATION BASIN SID MIX MASS 'KARL MERSTER' BUMUIFLY MILKWEED ASCLEPIAS MBFBOSA ) 14 DWARF BURNING BUSH EDMYMUS MANS 38' XT POT SH % WIN PRAINF NURSERY RAIN GARDEN .—RE AGNUS CONEF1.OWpR ECNINANFA PURPUREA 1 GAL POT 3'H % YW HYDR LBS /AC. PBS GRAS SEEDING JOE PYE HEED EIRATORIUM MAWLANM YAGMIS' dR1P'ACM5 MA$$ SEEDING RAZE RS 15 LBS /AC. BLUE fUC IRIS IRIS —COLOR RUBY STELLA HEMEROCAWS I 1 GAL POT 2'H % 2'W I.j. 40 µMONY WATERER SPIRAEA % BUMALDA 24' HT, PDT 3'H % VW PROJECT N0. I FOHB SEWING RATE Ply 5185 /AC DAYLY SPIREA ANTHONY WATERER' H 20 N) L RQBY S,EIA' - DAIS RA L2.1 HEMP SEEDING SE 20 MEAT BLUE LOBELIA LOBELIA SPHIUTICA BROWN -EYED SUSAN RUDBECKIA SUBTOMENTOSA BUM EYED SUSAN RUDBEdOA NLODA 1 GM POT 2'H X 2'W 2B PRAIRIE PETITE LILAC SYRINM VULGAR IS 24' HT POT 3'H % SW GRH 10001 COLOSTURM' _ 'PRAIRIE PETITE' NORTH 4 r T L I N T L I CULVFR'S HOOT WRMIGSIRUM NRGNIWY POSTMAN'S PRIDE SEDUM SPECTABNE 1 GM POT 2'M % 2'W 17 BLUE YUFFlN VBURINUM OLNTATUM 24' HT PDT 5'H % 51Y CODER ALE %ANDERS LZIA ,UREA 'PpSMµ'S PRIDE' NRBURRUM 'MRISTIXA' I FILE EXHIBIT $ VELOPER 60TH STREET N. I LUMINAIRE SCHEDULE ml STATE HIGHWAY NO. 36 s,.nna LmM Lttr c Rkh, — o..aHVUan Lwnv pi. Lumina uF water OWNER/DE - L KAO 40012 R4 M« Wmna'x., 4DUW ONE 100 -WATT LIEM RESTAURANT - (ptKy START) MH, R4 ReMCtor, Full BT -3] %JLSE STMT KAD_1 -R4 35000 0 72 I36 - - - - -- _- - "'- - -- "' P FRIENDLY HORIZONTAL 04DON - -_ - - 'NX:NIRME AW � R .N LLC HOLDINGS I,rrcv N+:0.T1I.I1V IYPI D R CRITERIA y i9;tl2 e KAD IOW R4 Ar« L—Rht, 4o0W DNE 4D0 -WATT CLEAR M2 0 (PULSE STMT) MH, R4 Refl tor, NO DT -31 PULSE START KAD_IOD — 35000 0.72 912 O .1.1 MEETS ME METAL HAIIDE. �PULSESTA 'NIGHTTIME FRIENDLY HORIZONTAL POSITION. Ro.. LYNSKEY PROPERTY CRITERIA MANAGEMENT LTD. SOUTH FRONTAGE ROAD KAJI .DON — SC « L.—RR, IOO ON TT G W E 100 WATT Q R51 5 (PULSE STMT) 1) SN PMOrm SR M9A . ED5 PULSE 2 STMT - 4DOM_S 55000 0.72 SRISC 156 ILe 1N>1TlCC, - , .. „ _ _ • ary Cutoff, M. METAL NAUOE S1 RON Ft4 -START)- R-START) -E Cubes XORIZONTAL POSI MEETS THE -- - MEETSHE ITIIME C S(�F' Y�'>J.Fl FRIENDLY GKIERIERIA • . - - - • - h ' - _ - W2 2 ( A7 Wm"' 4OOW ONE HOD MA TT CLEAR e :; - -r. _.- °- ._, -__'- _. - _.___- .- SE START) 5R5aday (rp,R'INPITPM mRZW P09PON RSCIOOM 60000]2 912 PROJECT D KID 4oW RT) PU M 3 MEETS THE E L CRITERIA 1 — — — — — — — y, _ • , _ , 5 v3 - q , „ ,: r . e - rr� r , - n x '.+; - ut D (P STA _ _ eoo0 0.72 Isfi FR IEND LY (PU HOO RT) Area High - 4WW ONE 100 WATT CIEM D i pUL MH, MgX PMOrman« ED25 PULSE STMT IUD 40W 5 S i 1 H • 6R2 RMOCty, FW CatOHMFTIL XAUDE IN R2 -jRLLSE -S MEETS THE'NIGH77W HORIZONTAL POmr. TMT).w. `> _ 28 Lx 2J n- r, ., „ n. '.n 1�,.'\ 0.5 a5 FRIENDLY CPoIEISA ere 6,i•- _ ( STATISTICS S 0 « I Var +fuU� 'U- UUULSISa, II o-Iptbn J,nNOI Avg Moe MN Moa/TAM Avy�L1M = - - - - -- - -.. 'I 9 err rooa wlwlolN e+ oa n Ds ra a0 rc N / A N / A I OAK PARK HEIGHTS, Le :. Ra z - x- � Se t T - 7 t 'j PwEiP9 ana w... 2.2 fa s.2 ro D.2 rP 26.x1 I MINNESOTA cd«lnM a cra5. � 1 Sp c l'' 6 1 J - t 0 fc 52 rc o.o fc N / A N A L I I ARCHITECT I n51rlr CARSON i3 20 Nores BRENNER ' ,a L2 2 ix L, . , k1H�L1101 10 aea - _ _ � I � ( Ntrprstotbn of N6 lutlnn n «t —pllan tta l0oal stale R9XtM9 t: m ` -, xs zs sz 1 az - - - - v z] z0 ,a S.e Ij - III r r 2. U9M0,9 ­t proMSeJ I. net Ml.naaa fm co«auetlen --R. only to Ilhlllt l• l5R P.rfOrman« of - praaucL ' O - 22 iv W _ `1J�1J'942_5.2 ' J.s 29 1• nv_' �, ti 0.e 1 4 r r r U'I r � i I ', 3. All reoaln9v /calwlattona me mox,\ a g,Rde I DRAYANC - 14 SO L 10 aP I ADDRESS M r (III 4 a5 �4 r - - I ,,, 4. All MNr« are movnll0 • 25' D' AF.C. ADD ^ r. SS CITY/ -- ¢e '' COUNTY z' COMMENTS c: t' 10/05/10 fTl REMSTON „ u av 6. n• av 1., La ,: ,.o r"is. _ - �,- - r'li '' LF I I I ', ' i zs zs ae Le zR ze zv z, sz is \ • ''' z2 �1 f , _ .r _ _ _ _ _ _ _ I I: . i { %1 ,.4 -, - 1- CERTIFlCATION j r , Lx IS 14 1.p 1.5 it 21 }s =;, - - 1.1 Se n _ r ni ,I �♦ 2 9 v• ,1 I., L4 is as is z2 id' L, 25 5. i DAMS & ASSOCIATES, INC. n _ ', 4aING SOtV,pM 6446 FI Cloud Dr. 14 LI y m -- -- Eden Prairie, MN n. 1 :.] Se ss a4 Ss so io to ,. ¢ � a III' o - - 952- 941 -0410 ¢v 10 1. I ° °eel Se+ I n Consultin " ;•' ' c�c cnt _ r to m - - -- - - -- - -- -- ---- -- - P.O. EOK 357 G LON LAKE, MN 55356 s 3RxeNo PA% vS2d]vM1 ISHEET I - LIGHTING PLAN I � NORTH I PROJECT NO. 0 2 I 0 � �w GRHI000] I I I E1.1 FILE E: �, -Flan Gros I EXHIBIT 9 OYMER/OEVELDPER fALJMVAO/A L/ON77/VO I � I ^} �^ I SSS Square Straight Steel Poles GARTNER FEATURES a SPECIFICATIONS l � • RESTAURANT mnrnnrx w.n „• „ "„ .. ,.,...,,,..,..,. ..n.. - TECHNICAL INFORMATION HOLDINGS, LLC SSS s 7 a'" LYNSKEY PROPERTY E •,e.a. .x.,, ,.- a � � • ffi ,r i2, -¢ ¢•L „ � p., FIE ,ruw.•la«yewa a,.nau�., i,c ,. ,.,... ... ., SWAMt1MItNr SrFEI ffiNK :E , ..,,..: MANAGEMENT LTD. le MANAG - •..w r«.,•...,w w.»•w._ ffirK le s,co - - - ua s.�ms: vunsuu - r,m, N,.,,.,w ew. ffiaK m +c,m¢ aim N ' ,.i x er •Er ES Iv ; S s ,71u.w.�rEL Vn :��2 eperole¢ue •.ynn,.r.nm., �.o...,n ffi >SC vo— X 5[,m➢ ¢iL t ',�I:ti N; '1: N - 3< mE ' - - J V$. , ___ Nw•av- ,w..n %, mwr,.o • ,u a,5a ..um°,• ffi >iG m ,<.EA n jp ,5? 4f 'a;s �_- ' EI ' I PROJECT - ORDERING INFORMATION - a,r , IIEL 012 I', -- - nc g ” ffi >SC m S :+� ; -_ .0 'm SSE +a ffi,K E ,f.xA ¢,E .E: ;W _ •� „•,•• - e x. w .. °>..,• K T J,r E , 1M f t I III '. $,+ N( /} ffiE S i ,v t «.., r•, ffi � I � � v HANDHOLE ORIENTATION „” " ""••.•• ", °" »• ]`%++. ifllu _ - BASE DETAIL � --- ¢ OAK PARK HEIGHTS, MINNESOTA w. «. n. "••,_•• -. •y. ••, ,a - i ,. .,ro -, ,: amxaue usav u,e 5. (ARCHITECT. LARSON BRENNER L17WXYJV /A "AFAM/VO I DRAINNG Ana�msa> am P5M ""'" ADDRESS CITY/ MWN Sln.IN.558 %J SSwne. M.363m pn r ..un,wTa,i„® ,emw - COUNTY COMMENTS 10/05/10 REVISION RAD Metal Hande ,Arm - mounted Soh Square Cutoff FEATURES& SPECIFICATIONS I SrKwulmKnmu'mr Sr.woS•F•x n <m+N„m w- x,,,.,. «�,4..«;.,..,.o, dF I'" rEriYf>NpEtPbvEE�mvl r01LL1ffi+NNenmfE.N,.NN ' - ,f fll' I cERBnCABON We�Mreas s., NlNe WrwSN4;.rK ,- •,.•• SrKWtsE ren Y ." .wv , _- - 8i uxuit��;�• " �����1 ' rEWUr.pce PEmn.+a..,l eau,rNPxce EE]Jrlewv,.„.el mm.N,„eN ,.. ,,, „y,,,, aww.,w '•••.- •.,••m•,•~ „- i fr W ruourwawuEEn r�;�_ __ __ '£ SS!Pa _jawtAP- .,,:.. .4!tr- M+E!,.•n�,[•.u�lleekl' ,� , ,..� , _ . _. .n , • r w. :, . ,. ,.. •�.. .,. w,.•! sae � NIA .. 11%0 c� . w• re "' ^ ��•�• _ Dcaclopmcnt Consulting P.O. BOX 357 (ANC LAKE, MN 55356 o wa^ s� -gg- FAS: SSLt1[.1648 SHEET fA LP"MAO/A AlaNY Ar ,. « m _ — LIGFMNG DETAILS pnam ..i.�...�n . „. ,.. ,.»... - .., ... .., m e ,��x• .,. ,...,: .r.... �,. I PROJECT N0. E1.2 FILE E102MO1.DWG FXHIBIT 10 GARTNER RESTAURANT u 4� 1 7 1 44" LYNSKEY PROPERTY CFU MANAGEMENT LTD. i+ CEID 4 REAR ELEVATION - 5OUTH cD:� ccl�co-�' 0 OAK PARK HEIGHTS, As� MINNESOTA I ARCHITECT LARSON BRENNER FRONT ELEVATION - NORT6 - mAvAmr I PLAN &,*L&V(6 v-o ADDRESS CITY/ COUNTY COMMENTS 10/05/10 4 1 �Lw' REVAM "';6 r . .... "ose F � 12 -flcc Tit r- _qwrmATIOH PLAN - T—H aw— ELEVATIONS 51DE ELEVATION (DRIVE THRU) -EAST- \�nj w'IIL% NNO EXTERIOR ELEVATION NOT ES (R MPM— R 4 WV, Developi-nent Comulting A ft. P.O� BOX 357 LONC;!��=11316 ;Z:Z s SHEET BUILDING PL-kN -111t 'zs� T po*w . - " '- 1 & SI . (;\AW� low (;RM0001 Z72 ME EVILDIN6 51(5NA6E r4 51VE ELEVATION (ENTRANCO -WE5r- wAm ws". e-o- EXHIBIT 1 OMER/DBELOPUR GARTNER WON UWOMW (R4.1 N (p RESTAURANT 11 1 HOLDINGS, LLC 4(k LYNSKEY PROPFRTV MANAGEMENT LTD. A C ID 7;1 s-t' MUCT OL -d OAK PARK HEIGHT% FROW ELEYNflOK - NOFTii - MTNNF-I;OTA ewilwp AWN av-vu"ON I e rAi�l ARCWTECT 1,ARSON DRAWNG FLOOR PLAN 4! 0 co ADDRESS CITY/ 1 COUNTY COMMENTS Architwuml 6WIdi.9 Mouffted WSR/WST FUU, UT-oFf b W.- 3E '0.. B. wl!. M% kml 1.1.4 P.1—. w SF amle: WST 17SM FT 123 Now 1-1 T-- � P 0. RON V ECT 11.1)IN(;; \(d ...... .... D - "Fla PRLMC' W GRHION)l A1.1 rLE AKMa.M EXHIBIT 12 OWNER /DEVELOPER 60TH 5T /V° GARTNER LASIBOLND LANE RESTAURANT 5 T TE H/GHWA Y NO. 36 (PLOLIG BnurnNOL9 eDAD) � BUILDING SETBACK &ZONING INFO LEGAL DESCRIPTION: HOLDINGS, LLC ° 4- el tLn lu lr`Lr , Ix8`N N­ AI11TITLD LT. _ r -, airs. ir.r u ZONING: B -2 - GENERAL BUSINESS (PER THE CITY OF OAK The following Legal Description as shown on Stewart Title Guaranty snu"a�nrLR S. 1111112 — — — r , I , PARK HEIGHTS WEBSITE) Company Title Commitment No. 347753, dated June 30th, 2010. _ — — P rlir - BUILDING SETBACKS: All that part of the Northeast Quarter of the Northwest Quarter "Dc [I I/4 DOREER OF FRONT: = 40 FEET (NE 1 /4 of NW 1 /4) of Section Four (4), Township Twenty -nine - - _„ _ _ —_ _ _ sec a, rza. kzo. LYN KEY PROPERTY -- _ - FOLNO wASHNCrON REAR: ZO FEET (29) North of Range Twenty (20) West, described as follows: ill` _ ` t , .r COUNTY LAST IRON SIDE = 10 FEET (20 FEET ABUTTING PUBLIC RIGHT OF WAY Beginning at a point on the North line of said Northeast Quarter MANAGEMENT LTD. , NoNU'TENI MAXIMUM HEIGHT = 45 FEET of the Northwest Quarter (NE 1/4 of NW 1/4), Two Hundred Thirty 119 StR 0111N >TRIT P � In:E 11 31rur urr, u- - - — � - � -- —_ -r- (230) feet West of the Northeast corner of the said Northeast M1 s n \xuA, v ' (PJBLIC BrtLYRJOUS RCPD) VERIFY ALL BUILDING SETBACK INFORMATION WITH THE Quarter of the Northwest Quarter (NE 1/4 of NW 1 /4): thence r -- - -- - CITY OF OAK PARK HEIGHTS PLANNING AND ZONING South on a line parallel to the East line of the said Northeast SOUTH FRO TA GE ROAD ' ` " POSS BLE PowER DEPARTMENT. Quarter of the Northwest Quarter (NE 114 of NW 1 /4), Three ,LIM EASLNENI e J ` .. Hundred (300) feet to a point; thence West on a line parallel to the P ,� y POSSELE POWER _ (WEST DESC.1 - -�_� PROJECT \LINE EASENENi .__, -- Frr:I ,n I Br! it orIrL' 4 _T I 589ro " \ /r North line thereof One Hundred Ninety (190) feet to a point; NORTN LINE X THE NW /4 OF n - =a, 589 °01'29 "E ? ' - -- - 190.00 thence North on a line parallel to the East line thereof, Three _ I - _ 19 E I Hundred (300) feet to a point on the North line of said tract; za00 - _ o. _ FLOOD INFORMATION: thence East along the North line thereof, One Hundred Ninety (190) feet to the place of beginning, subject to existing highwa ------- -- ---- 'T' _ _ _ _____ . - -__ -_ _ ___ _ ___ ___ _ _ _______ --- _ -____ _____ 8Y G0.APHIC PLOTTING ONLY, 'X" -- ------- - - - - -- r ' ; 1 easements, power Ilse easements and restrictions of record. THIS PROPERTY IS IN ZONE - �- .I �,- ` OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL 4 a ,, ,,; �— a aL a t',� Washington County, Minnesota. / -..a -- r : ' 1 i - - 1�2L D0 w •: ] : - , J _ a °`' + AREA ANNUAL CHANCE FLOODPLAIN. (, , a r' r . 27163CO262E DATED FEBRUARY 3, 2010. ZONE % IS AN .. „ �� DETERMINED TO BE OUTSIDE THE 0 2% 0 0 wzv 19996 ----- - WIT- CAP HARKED T, - PX NAIL M I��JJ�ISLS .I V LrOISLS � RL5 14899 O.]B' - + « \ 555 r n i STEED P0515 ITLTINOUS - - LINE h { B EXISTING PARKING � EXISTING EASEMENT NOTES a ONU MLNTAirJN M TOTAL EXISTING STANDARD STRIPPED PARKING STALLS = 6 The fo:ImsInq are easements as shown on Stewart Title Guaranty Company Title „ ,- i I i - , I \ OTHER NON STANDARD PARKING STRIPPING EXISTS. TS. Commitment No. 347753 datetl June 30th 2010. OAK PARK HEIGHTS, E - T SJUT ffRLY RIGHT 0 WAY LLINE HE E OF T SOL" - 1 YUV 11. Sub j 9 Road Subject t0 South Frontage Road as shown On available ma The south MINNESOTA Flrl =•l l.r ( �r1a ,\` r ; ° J - -- - - + Ff virtt - BY -YNDOT NP! AGE (MUE ROAD ED ON NFORt1 - „ y Frontage se ace c en t erline Of wa y line for and informa io n pr vid by the M D OT IIR =a te ,I PRO \'ICEDOT �, V ~„ I ced Ri ght based On In P ght of Way m m SYMBOLS: Department. There Is no document for this right of way ed :amen[. (AS _ `y ar pa- , iL[�I. E'E rHn,_I Luir dp MANHOLE EY) SHOWN ON SURV GAS 51ORAC1 OVERHEAD PowEe \ I A5 STORAGE 's CA NITARY IN Subject to possible power line easement as retired In the legal description. o r - I TANKS SANITARY MANHOLE Location and width of possible easement Is unknown. (AS SHOWN ON TO LC pCLES,� POSs _ -- FENCE NOT SHOWN _ .CONCRETE SURVEY) i . �' DENOTES FOUND 112 IRON PIPE o ° DENOTES SET 1 /2" IRON PIPE MARKED RLS 25718 TO BE SET - � NEILNT r m „ .p ' +, = 15.q ur .r, SIGN DRAWING — -- — — - / FLaoR -„_„_ TELE /ELEC BOX OVERHEAD POWER \ ° __ U. O I ° TO ucH PaE5,_ 1 'GAS - . - SANESEWERUND ELECTRIC CERTIFICATION: ADDP CITI' -- ', NOT SHOWN r FULER - C } } VENTS I _ To CmIA DR Company, Holdings. Guaranty COMMENTS ' OJ qIl Pany, Gartner Restaurant Holdin Stewart Title Guaran COUNTY Company STORM SEWER ELECTRIC MANHOLE This Is to certify that this map or plat and the survey on which It is based were 10/05/10 i q J I Al made In accordance with "Minimum Standard Detail Requirements for 2 $ '^ ALTA /AGSM Land Tlde Surveys; jointly established and adopted by ALTA, ACSM T I$ f, and NSPS In ZOOS, and includes Items 1, 2, 3, 4, 6, 8, 9, 10, 11 a, 14, 16, 17 and REb'iSION Eea a m oo x UNDERGROUND UTILITIES NOTES: 6 of Table amereof. Pprs udmmmeAtrary Standards d :ddopred6yALTA and NSPS and In effect on the date of this certification, undersigned further PRELIMINARY ISSUE 8 -25 -10 Q O 3 z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN certifies that in my professional opinion, as a Land Surveyor registered In the UPDATE U ILmES 8 -30 -10 LOCATED FROM FIELD SURVEY INFORMATION AND State of Minnesota that the Positional Uncertainties resulting from the survey UPDATE TREES 9 -30 -10 's CS surements made on the survey do not exceed the allowable Positional t q EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN Tolerance. - - - r B OAS - - z COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN CORNERSTONE LAND SURVEYING. INC. Zz ' v �� 1 m w "� ry ER - I _ VICE OR ABANDONED. THE SURVEYOR FURTHER DOES I' U rEtER + 5 Dated: 8 -25 -10 _ _ - NOT WARRANT THAT THE UNDERGROUND UTILITIES Revised _ FLOOk i - ,o' ALTH UGH HE D ES THA THEY RE LOCATED re o ° At AS ACCURATELY A$ POSSIBLE FROM THE INFORMATION Da ey nNL./ w m ___ ___ ° -' AVAILABLE THIS SURVEY HAS NOT PHYSICALLY LOCATED ___ ___ 104' ----------- � __ _� ___ I THE UNDERGROUND UTIL TIES. GOPHER STATE ONE CALL Minnesota License No. 2577 B So LOCATE n - �i RECEIVED, W TICKET 1 E OTHER UTILITIES ME ID NOT RESPOND TO The Stewart Title Guaranty Company Title Commitment No. 347753, dated June THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH 30th. 2010, as listed above was relied upon for matters of record. Other ADDRESS WE ARE UNAWARE MAY EXIST. easements may exist that were not shown In this commitment and are not shown f w ,rnl; s onthis survey. 1 444 7 IN POSSIBLE POWER �,- �iO EA5FHENT + __ ___ I TREE INVENTORY AREA: 6 0TH ST_ N. a 1.31 ACRES TOTAL AREA 56,963 SQ.FT. w ' _ - -- O^ AREA OF RIGHT OF WAY = 7 SQ / 0.09 ACRES �p ? + 386 TREE 0 C tTYPE ood__ 70___T Tol 4 07 .FT, e 361 Box N/A S PID #0402920210012 L I „ / SURVEY NOTES 10 II 8 L 40 3862 Walnut , 3863 Ash 11 ` 1. BEARINGS ARE BASED ON WASHINGTON COUNN — V I i i - 3864 Cotonwood 40 - — _ _ — 3865 C ttonwood 24 SECTION BREAKDOWN INFORMATION NAD 1983. r�JT;. ^ , / o 3866 Cottonwood 20 ONE LOCATES AND AS- BUILTS PLANS PROVIDED Suite E BY 200 E. Chestnut Street 3867 Cottonwood 31 Mostly dead THE CITY OF OAK PARK HEIGHTS ENGINEERING Stillwater, MN 55082 8368 Cottonwood 24 Double DEPARTMENT. Phone 65'1.275.8969 3869 Cottonwood 25 3. ELEVATIONS ARE BASED ON BENCHMARKS AS Fax 651.275.8976 3870 Birch 8 SHOWN ON THE MNDOT GEODETIC WEBPAGE dan@ 3871 Cottonwood 16 Double 4. THERE MAY SOME UNDERGROUND UTILITIES, GAS, cssurvey 3872 Cottonwood 24 ELECTRIC, ETC. NOT SHOWN OR LOCATED. .net — — y- 1 -'_' ^r �ala _ - _ - „___- euiLrni sereA -r`une= Nn w•1i...+,.. �:�:J�...a, �. ,�' . -lisry, +. 3873 Ash 7 \ + a' + ` , Suits VICINITY MAP 0 '``� ma y„_...` Y^ ' ' "'' n t .. 9 1 ',: F"�`�.�. ".': -w' : ` a,• 'S �. ,I , , ' "� . `. r.`+ �,.? - _ p ... .. C, , CALL BUORE YOU DILI ar aaa� - T r3cT+war .Tc 0 r _ - _ _ _ _ _ _ _ _ _ _ _ pneF State oneCall CORNERSTONE Go 1 \ l - __ -_- - -- ?'� J SITEu T UFREE AREA 651 - IS4 - 0002 \. 589 ° 01'29 E ,- �>. - I ® You Eafe I- eoo -zsz - I les LAND SURVEYING, INC 1 I FOUW 1/2 ' BONG (EAST OESL) a PIPE NARKED _ _ + SET I/2" RON% Y4 " - 'I RL5 24337 / ; r 1' RL5 25715 SHEET IIN -- - 'I RL5 25]19 F'e \`r, rt ? RN =9rT; �LNE PARALLEL WITH THE NORTH - a " � . Y�'� i IrIV =9 3't rN� s LNE OF THE NW r9 OF SEC 4 . / , . ' , ' - L c �x O 0 20 40 is EX TING e o CONDITIONS PROJECT NO I° SCALE: 1 INCH = 20 FEET C 1.1 o" I VICINITY MAP NORTH GRH10001 I SECTION 4, nxNJSHIP R9 A. FANGE 30 W wASHINDTOPY COUNTY I FILE C1Dw: 60TH ST. N. ■ �� 1 NOTES ONNER/DEVELOPER 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY MID TOPOGRAPHY SURVEY GARTNER STATE HIGHWAY NO. 36 PERFORMED BY CORNERSTONE LANG SURVEYING, . ALL HE MINNESOTA, OF RESTAURANT AUGUST 25. 2010, EXPRESSLY FOR THIS PROJECT. . VERIFY ERIFY FY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION. IF ANY EDGE OF BITUMINOUS DISCREPANCIES OR UNKNOWN UTIUTIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR HOLDINGS LLC _ GE OF EITUMINOUi CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 1 ._— J"� -91t ------------ _ __. - - -" - ----- --- -- _- _ -_ - _ - - - -- ED. 2 TDl, \l\T[: M 1IFi,D . __ _ ___- . - _ _ _ �91J R CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITION$ THAT — — _. - - -. -_ _ �-'- --'- - -- ---- - - - - -- COULD RESULT IN ADDITIONAL COST TO THE ATTENTION OF THE OWNER AND ._ ____ - __ Y - __- __ - -_ -_ _ __ WORK SHALL -._ _ _ - _- __.___. ________ - -_... ____________ _ _. _- _______ __ __ B MH - _- DOCUMENTED. REJECTION TO NOTIFY OR COVERING UN WITNESSED . _ ____ . -- -__ _ _ __ --- -------- ------ -- _ _______ _- _ -_ RESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION - -- WAT R�sEnwcE� -- - ---- ---- Sus E — v1 I LYNSKEY PROPERTY 3 �_. > -a . >— PROTECT ALL STRUCTURES AND LAN Y ON— NOT OFF—SITE FOR DEMOLITION FROM -��, 1N� =899n g ^CIF - -- __ DAMAGE WRING CONSTRUCTION. ANY ON —SITE di OFF —SITE AREAS DISTURBED TD -- ._- = - - - -a -- - r- - - - - --- - �� _ _ �� �cIP -- _ - ----- -- - ---- ---- --- --- - -- EDGE OF B'TU coN CTLY OR INDIRECTLY OR DUE TO CONSTRUCTION T THAN SHA CONDITION. BE REN RNEDT A TOO MAN AGEMENT AATT AGEMENT ' -_ NINUUS ~l �— DUAL 0 EXISTING ACTOR IS '1YV IIX NICRII AL {IN STRLDi Y \ 9 9 p8 / / / /! / 9 0 EDGE OF BITUMINOUS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM THEIR WORK ivT nn \:r. 1 UNDER THIS CONTRACT. STNYl1ATER. MN 1­2 ° \SAWCUT BIUMINOUS9py _ SOUTH F�\f/ / T, ROAQ'__,_ "` -`_ POSSIBLE PONER� t/11 HICK I.l'NSKI.t PAVEMENT / ., -„�„- , / / / / \UNE EASEMENT a 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE ALL DEBRIS SHALL n. 1e�li sl .lrll RBI =9UV.3 7 POSSIBIE POYrER� , / / / > / /I z ^ '�� - ^-^-% EE MH BE HAULED OFF -SITE TO A DISPOSAL AREA APPROVED BY APPROPRIATE \ UNE EASEMENT e� / / GOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS WORK IN =301 S / f' / �,>( /'$AWCUT BINMII I(XI$ HIM =9U4 El SITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON A I PROJECT ' I .'r REMOVE GRAVE1_ / / / / +fl,,E OF BITUMIrv0U5 / F-REMOVE GRRAVEL% �~ / PAVEMENT -INV =899 ] NIGHTLY BASE. CB MH - - - - - - - - - - - s - - - - - - _ _ _ _ - - I 5. UNIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PRO GAS U NE ca _ _ - __ I - GRAVEL c PLAN. ALL CONSTRUCTION ACTIVITIES ACTIVITIES SHALL COMPLY WITH LOCAL CKDINANCES. NV =9U31 _____________________- _ � f 6. CONSTRUCTION ENTRANCE AND SILT FENCE SHALL U BE IN PCE AS SOON AS 24 RCP DEMOLITION OPERATIONS ALLOW SEE SHEET C3.1 FOR ALL EROSION CONTROL _ _ � " _ - _ �1� " ^MP _ _ FE =904 ] 24 "RCP /i � S AND APPROPRIATE STAGING. - J . _ MEASURE w1 -�_ 6 1I S EMOVE EXISTING TREES NOTED FOR REMOVAL AND ALL DEAD N000 SHALL BE CLEARING IN 1 w TELE � -. .__ _ REMOVE SIGN - EFF ENTIRETY SHALL BE STARTED WITHOUT COORDINATION CMEFUl�000RDINATION WITH E G CRETE _ __ -- REMOVE CULVERT -- _-- ___9O] -�L -__ __ — _ — — — — _ ___ THE }I( 1 - GIGN ------- - - - -"- -" � OWN CONTRACTOR TO PROTECT E %ISTIN ER•S REPRESENTATIVE i0 MARK TREES TO BE SAVED OR REMOVED. ARING O _ - -_�I _ _POSTS STCEL NOTED UNAUTHORRED REMOVAL ALL REWIRE REPLACEMENT AND POSSIBLE lJU IILSISI NC POST CB -- < _i 9, 0_ PAD \ _._ __. __ 9Ud _ __ ______ -___ { RESTINTON. G TREES, SHRUBS, AND VEGETATION WHERE - - e IN C- 9S t\ I X75 MH -�`� \ EDGE OF BIT-11-1 - REMOVE SIGN - t - - -- 5 - -- -- - 90S S --- - --- -_ FG & PROVIDE NECESSARY BARRICADES, SUFFICIENT UGHTS, SIGNS AND OTHER TRAFFIC PI =9099 C' _ INV =9024N I ,' RIAI =9109 u \ \ 1 EDGE Of BITUMINOUS - E CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SASAFETY OF L 1 IN\' =90E 0 \ \ el REMOVE LIGHT POLE NpVS SVp - THE PUBUC AND MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT. OAK PARK HEIGHTS, RIM = 910.11 1 I " ��` \ \ 1g 09 INV =906.1 ^ z -_- -sip - - - - -_- \ - ' = - - -- - s �FOGS, FOUNDATIONS MY CONSTRUCTION IN ITS ENTIRETY. I- O N MINNESOTA =. MATERIALS SHA BE REMOVED RA THE SITE IN ACCORDANCE WITH ALL f , \ - - - - _ _ -- - 4 - _ _ - _ - LOCAL, AL, LL COUNTY, STATE AND FEDERAL REQUIR ABATEMENT OF ANY REMOVE OVERHEAD POWER LINE p - J MATERIALS DETERMINED E ENVIRONMENTAL TAL EN ENGINEER TO BE HAZARDOUS ARCHITECT ERGROUNO UNU SHALL BE REMOVED IN ACC ME WITH APPROPRIATE REQUIREMENTS, '�-•._ GAS STORAGE NF N pf 3VERHEAU POWEH/ \ \ ASSUMED LOCATIONS OF W -C TANKS 10 REMOVE ALL EXISTING PAVING AND BASE MATERIAL THAT CONFUCTS WITH F m i, 11 0 DU5 5V ) TO LIGHT POLE�r \ 61 SANITARY SERVICES. (1 a PROPOSED PAVING GRAD STRUCTURES ETC. CARSON ` ', SHOWN O ,NOT V RECORDS AVAILABLE) `MN�u 'C9 BRENNER EXISTING w REMOVE UNDERGROUND B \T r - - �•' pE 11. CONC E A AN EIMMI OUR P E A NG R NCRETE IN ITUMI U N BI TO, PAIR 11:0Ir.1Iw61 .9 UML" (BY )THEIRS) _ - -_ \ T - WALKWAYS, FENCING, RETAINING WALLS, SCR R EEN WALLS,, CON APRONS, SITE / ' - q ' -� UGHTING AND RELATED FOUNDAnONS, SITE SPECIFIC SIGNAGE AND RELATED S37NS Noah Fourth SLAW `. �• ,aW r / y - " FOUNDATIO BOLLARDS, LANDSCAPING, AND STAIRWAYS WITHIN THE SOJI -O.[, MN 55082 ^ �. -T - -- -- - - -- - -- CONSTRUCTION UNLESS NOTED OTHERWISE. REMOVE LIGHT POLB, �- 3" ) -) CO uMITS Tr0nt' < y 1 '4 P AVEMENT C EI c 12 1l5! - 430 430 - GOSo - - - ` _ - '� 1 U E AST NS LOCATE EXISTING SER VICE IF TOO SMALL OR IN POOR CONDITION. REMOVE BACK TO MAIN PER CITY OAK PARK HEIGHTS STANDARDS I iR1 °F -I - '^� - "�- r $ US ZV WF nCE -V _� 8 1 S T©COORDIE/ATE WITH ALL PRIVATE UTILITY OWNERS FOR THE TERMINATION OF EXISTING DRANING I ( �/ LE M\ j I ECTRIf TELEPHONE, CAN, ETC. SERVICES TO THE SITE. ABANDON EXISTING W I+ y1tV .OVERHEAD POWER ' GAS FILLER REMOVE BUILDING SERVICES LOCATED DURING INSTALLAnON OF NEW SERVICES, TO LIGHT POLE`S -" ADDRESS CITY/ .a«'. .. ) e IN ..STJPL_ _ _ _ I`a _ _ - _ _ _ _ _ _ VENTS 14 RELOCATION OF UTILITY POLES SHA D e \NOT SHOWN r LL BE COORDINATED WITH THE LOCAL UTILITY _-10 - -� t - ` - L - - _ _ _ _ _ _ _ J TO BE RESTORED IN G I iI COMPANIES ELECTRIC HANDMOLI:S. PULLBO %E5. PONERPOLES. GUYLINES. AND COUNTY STRUCTURES DISTURBED BY CONSTRUCTION ACTIVITIES ACCORDANCE N1TH SPECIFIC OWNER REQUIREMENTS. p 10 z'I COMMENTS REMOVE BITIMINOUSJ p ^ ^ : 'L ' ^* = I [®REMOVE STORM MANHOLE AND MATERIALS TO THE NEAREST CONSTRUCTION JOINTS P / / 1 YA 1 �LSG/B R ULK HEAD STORM SEWER UNE AND S NEEDED. REMOVE PAVEMENT - __ _�__ _- _ - - T PRIOR TO INSTALLATION D STORM PATCH STREET WITHIN 5 DAYS OF V I° III F 1OOS1 O COMPLETION OF STORM SEWER. REVISION I REMOVE OVERHEAD _ I I RE'n51oN DATE UTILITY (BY OTHERS) w N' PR I z I ELIMINARY SUBMITTAL O9 /14/1C ' I" _ ADDRESS CITY/ 10/05/10 COUNTY COMHENTS REMOVf UNDERCJiOUND g10_ - LEGEND I ; UTILITY (BY OTHERS} .:, * ^ .h . L - - - - - __ _ _ - 8 _ 4 -- - W I ,x ,. - , - - - -- - - REMOVE STRUCTURE h REMOVE BITUMINOUS -� o �\ i i LL ' a w m F�F�^""b ^Y'•- WS REMOVE GRAVEL r STRE ET PATCH I v REMOVE OVERHE I° I ® JCNT k OVERLAY _ RMOVI: UTILITY POLE �,r' " UTLItt (BY OTINERAD S) MILL OVERLAP ° `9 y I REMOVE UTILITY -_ v � � I ^� I \NppS s ^ CERTIFICATION 1 ;� w � y I ryw YV - _____ ______ ____ ______ _ I REMOVE TREE / \ }UM ...�7 _ I ne -my oa ttay m me .oe p.epa a 1 l - , J P�aPexx ond. III f0 BJL V' ^ ^'`.�f( +, Av ` MINNESOTA the Iowa �ea Y POSSIBLE PO I <n u�ena� rAY 5 UNE EASEMEN I > ` [ey�eee. 111 fuly Iy II U Lry�p \ ' s1 ve ! — — — — ® TREE CLEARING S PIN % I I pF P� JRF PCE z on REMOVE EXISTING TREE 9 \tUM \NpUS 0 \SUM`NOUS c III IE914 Date 10/05/10 f leipi RHO e A Ex15 MG REE — - - -- — vlaly[ — _- - - - - -- 419 a I S .x a reoro,wetl of 9) /.. f — fue I ona a�o ae e on o a a e J •' }' �: REMOVE De.elapn,eni eoexx °ley e9 REMOVE BI�NMINOUS J EE SHEET L1 1 FOR TREE PERSERVATION NO r tra- r_- -_ -__- ___ _ - TES ( ' L> — —1 FDGE OF BITUMINOUS TRA C T -- _ -- __ _ __ -_ -_ H C /� I � sis M '' I ', N TREE PROTECnoN FENCE - - , y { 3 -- _ - _ -- _ "- I SEE SHEET C3.1 FOR EROSION CONTROL AND ca z / RIM =918.1 2 -wv =913 z e lA TREE PROTECTION FENCE II � ` — _ ��-» __- - _ _____919------ �_____ ________ FO OF SAN MH 1 b REMOVE EXISTING TREE 4� y ry 1`• _ - - __ _ _ 1 - BITUMINO ' � y _ O RIM =918 MlN�04i _ ___________ __ ____� C'.U9��1A3____ _ INV =9os `;; - _ -- -- - - - - - - -- Development Consulting -- -- - ° `A _ - ___- _ ___ _`a - - --------- - - -- - - - -- - _ __. in .• - ---- - ' " _ -- _ - _ __ -'920 _ ` ' _ --- -- ------- ---- -- - - — 3I5J7 -- - -- - -- P.O. BOX � - - -- REMOVE E1DSnNC TREE LONG I.AEE, M 55356 " 1 �a T PINION :6U,3112 CB MH - -Y TRA C/ P I °N`nLE I SHEET FAX: 952AT6AB 6 RIM = 919.2 '' _ I N W \tUM\NOUS 5 ^ INV =91361 S SUWF _9zo -.%; D \ " I �-/ = T CRDIX MALL P. . V , D. DEMOLITION PLAN -- r--- - - - -_— 1 �l I N O R T I I PROJECT NO. 0 20 40 GRH10001 C1.2 �I I Know what below: I Cell before you dig. 5 l: A L L I N F L T' I FILE C102GRHOI.DWC EXHIBIT 14 o�L t9 PLA N. ". TF%'^s" Fwc-Lowm E LEVPAT1 ONS EXTERIOR E (� 51411 -ATM 5TC4I MFW: STYLE: COLWW LE[VO AT KNOOW5 COLOR: CHARDONNAY i SUPPLIER: Oft c'm B To xT�C f 5TO cloW COLOR: NACU -0024 Ai• PIMSN: 306 STO MEi v MSDROK -CLAD MATERIAL: .040 ALUMIN b' -6 GtiLOR: MATTE BLACK - - FINi5h: KYPb4Ft 50U 9iR'Pl.. M N44AVK W ovw MATEf2iAL:.040 ALLY 1tN e's COLOR: ALHOW PAIRY QI:®1 l0®O OLLIkU A ¢pY1'. (PFtOFI b.l 5P !Gf.Ff. !fffiGTANBU.AW = 46l Y - - 516NA6E AT DRIVE THRU 4 REAR CHIMNEY: (NOMINAL) +.f DAIRY QUEEN LOGO (ILLL") 2- 50_FT. (FR.OFILE) = Iq,6 5F eoxn u, 50.FT- (RECTANGULAR) 211 SF ti eaFT.t i a sF 516NAGE AT REAR OF BUILDING: - x�rr, rtcr z.esF 5'- 6 "x& -5" (NOMINAL) / - - -- : �1 DAIRY QUEEN LOGO (ILL.LH) SQ.FT, (PROFILE) = 33.1 5F 50,FT. (RECTANG)LAR) - 46.1 5F - ......_ H' -I" � Cl 30• T s�ce.�: c�r�,iaW- a�n sr Hill N O , �n - t — in 32" SIGN BOX (ILLUM) � pjR \GK PI,RNTER 501 FT. (PROFILE) = 2a.0 5F W.FT. (RECTAN( 1LAR) = 2q,6 5F PYLON SIGN BU ILDINC5 SI67NAGE „ COLOR REVISIONS: W-5 1/2' EXHIBIT 15 -------- - --------- i !6NA6E AT DRIVE THRU I REAR CHI" 4 -5�6' (NOMINAL) DAIRY UEEN LO&O (ILLW) -ILE) - – – – – – – – – – So FT (PROF - IIIA 5F 5 50FT. (RE�TAWULAR) - 21.6 5F [B 5 AT REAR OF WILDI-1 (NOMINA0 DAIRY GUEEW LOCO (ILLVH) eGF T (RECTANGSULAP) 461 5F 0/ S, To a cN 8 25' 516N E30X fILLUM.] 50 FT. (PROrILFJ = IT2 SF (ILLUM) SOFT. (RFCTANCALAR) t75 5f SOF, (PROFILE) = 24 0 5F [27 5,2,',sT' l RE ` . o T x A,,ULA.) 2qb SF FE3] (NOM DAIRY GUEEN LCV(ILLL 5G.FT. (PROFILE) = 331 s SOFT. (RELTANGULA BUILVIN6 516NA6E 00 121 N� �3 SCALE, 1/2" 1'-0" &N BOX (ILLUM) SO PT. (PROFILE) 5 PT, (RfCTAW,4JLA 2 .6 SF SI 25* SIGN BOX (ILLVFIJ SO.FT- (PROFILE) - 113 5f SO FT. (PEl_TAW9ULAR) 115 SF _fl p.T. MEW BOARD pt '17 X 51 , 40.15 50. FT. (ILLUMINATED) 56' X 54' 8'-Io 1/4' l'-q V4* PREVIEN BOARD AMERICAN E?AIRY OUEEN 13.5 50. FT (ILLUMINATED) MINNEAPOL15, MINN. U.S.A. 50 X '73" READER 50. ALLUMI) 3'-0' -R55. U.S, PAT OFF., AM. PG. CORP. 50.FT. (PROFILE) = 5F E—pOR FROMO BOARD THIS DRAHIN6, DE516N DETAIL AND W FT. (RECTAN&UL 25.0 SF 36 X INYENTION ARE THE PROPERTY OF 5or -T (PROFILE) - 14.6 E� SG.FT: (PECTAW-AA-AR) 15D 5F AMERICAN DAIRY GLEEN INC. AND MENU SHALL BE COPIED IN ANY MANNER j AVVER NOR V SCLOSED TO A14Y OUTSIDE PREIAEH PARTY KTH0JT "AVG' GONSENT. eO 50. FT, 15 X 25" DIRBrTONAL EPAILDIM TYM- VOFM41' S*N . 2.6 50. FT. VAW aMEN 64;UU 40 CMILL (ILLUMINATED) ­2 BOA ARE FALL MOUNlIED DATE OF P 159JE: 06�24_20tO SEE RV, EXTERIOR ELEVATIONS FOR SCALE, AN ON PLAN Drive MDUNTIW, HT. AND YAALL LOCATION DRAM-CHECKED-APPROVED BY: AVQ PYLON POLE, 10' TO IT VIA. VERIFY t ThrU C>E516N-ARrHITEC.TLRE-COt6TF4r–TION PITH S6N HAAFACTURER AND PRLVAILIN9 60M. PAINT BLACK. THIS Is "PLAN" NORTH NORTH FOR ACTUAL RUILPIN6 ORIENTATION REFER TO 517E PLAN (BY OTHERS) �p MENU E30ARD GRADE 6RADE SIGNAGE PYLON SIGN DIRECTIONAL DRIVE THRU MENU PRE-VIEW EXTERIOR MATRIX MENU BOARD PROMO BOARD SIGN BOARD SHEET NIJ�tIER, (OPTIONAL) ri 516NA&E A3.3 V_ALE: 142' - V-0' REVISIONS, SPEAKER HOUSIN& PT�OTUT-0 LOOP, MAGHETHL SYSTEM MA6MJETIL LOOP ,;� �, � SCHEDU . ME L 5♦IG A EXHIBIT 1 6 LOOP INDUCTION SYSTEM. TO T T R T�O 6 I INDUCTION SYSTEM 6' CONCRETE PAD ,% < 1 ( ; I - 6AN5 BOX o DRIVE 14110 ( PREFORMED LOOP `f`�• 4 ; , i i ` ' ;' > FACTORY .APPLIED TOP CAP b' LONG. PAD PCURED GONG L14B �� 1 1 /1 SMOTE SPEAKER POST 5E7 PERFENDICLLAR TO CURVE TAN6EM SEE 5, 6, 7, 8/AI2 LOOP SUPPORT OYP)� ?; � 8° LOFPALT FILL CONCRETE FIER A U POSITION N FR T OF LOOP W AP POST OR MEW B CU BOARD RB, ',', l i r r J , f� 0 P0 ED N FRM OF LOOP LR POST OR EAN / I 2) LOOP 51fOULD BE INSTALLED 2'T05 3' DE.OW TiE SURFACE OF 7FE PAVEHENT R75' -,h• f I MAX. 5' DEPTHI. W : IF INSTALLED IN ASFlW.T. COVER LOOP WITH MIN. I' S01L _ - .....- OR 5ANV TO PROTECT FROM HOT ASPHALT. �' j ^ �' 3) CONNECT LOOP TO VY CONDUIT STUBBED UP IN SPEAKER POST OR MEW BOARD. 1$ ; < � r I 4) MARE MESH OR RCi1FORLEM ENT IN CONCRETE 9IOULD 13E an ANAY FROM DRIVE LANE 5TACKIW, CENTERLINE OF Ii, `• ' �?'' wL'1,� PERMETER OF LOOP A MINIMUM OF b` SPEAKER P057 TO CENTERLINE OF - 5) ALL CONNECTIONS AND SPLICES TO LOOP WARES MUST BE SOLDERED. DRIVE -TNRI WIDOW 15 b0' MINIMUM B CARS). - INDUCTION LOOP 5EGTION /1 � SEE SHEET A39 FOR R MENU BOARD LOCATION SIGN 51 � � � I'' 85 l DiMEN5U0N5 ;., O5T TOP, SEE LSHTIL 12 N.T.S. AL2 5GALE: V8 " =P - O" I I — _. i, ;I �IXNRE SLNEI2ULE SHEET E2O ! 4`x4° STEEL POLE t BASE caNDU SPEAK ER rs ro 15 Low�. W- ETV LOOP INDUCTION SYSTEM ' PLATE, SEE LIGRIL FIXTURE SYSTEM SERVICE WREFOR ED LOOP) - MENU BOARD HD151W I s ) CONCRETE RETE PILE WMDOR om IF REMOTE _ - I - -I^ ,;,,I i suEDxE SHEET ENO NAHINM LAMS' POLE, SEE WED DRIVE LAZE 5TACKIIo, _ FIXTURE SCHEDULE REMOTE I (AS %ow OF SPEAKER P05T TO ¢ - SHEET E2 SPFAKT R HOUSING �� 120V POMER TO MEW OF DRIVE -THW WIDOW - METAL LLADDIW BOARD 5S0, MIN. IS CARS). I ,.� :I I (PART CE SIGN PACKA6E1 CONDUIT TO PAMgL, /�9 FllTI,RE 120V FOR , �" (� COFIDU175 70 C.OM1. �� l — ! ! ! PYLON POLE i ANCHOR *AMP POLE TO Ilk 20k 6' LONG. PAD [IP7I0NAL ORpER 1, SYSTEM o SERVICE (PART ALTOdRY SUPPLIED BASE SLEEVE MV (2J SET SCREWS LOISORMAi1WN -�'I � WItAOW, VOILE 6 LOOP (PART OF SIGN PACKAGE) C4✓ER I . _ I 3' ID. SLEEVE, SET INTO NOTE. MIST USE FACTORY CONCRETE PIER • ! -*-* —REMOTE SPEAKER ! 5UT?LIE" TEMPLATE TO SET PREFORMED LOOP, Q SEE 5, 6, 1, b /Al2 EASE PLATE i ANCHOR .. I LOCATION OF ANCHOR BOLTS RETE PATIO CONCRETE PIER MA6METIC LOOP gyp, I / - DOLTS (PART of SIGN a P f . � ,Rp, � IDIX.TION SYSTEM. ! PACKA6f) INSTALLED BY 6.C. ! PREORDER 0 71K OF T CONCRETE INSTALLATION. ,,;�;, �1 `;)( \� , b' GRANULAR BASE CAZADF ' ;,. P. IT FOR POMP m �,� " � :,+ CONDUIT FOR POMFR CONCRETE FOO71W SIZE 1 --MIN, 24"4 CONIC. PIER, COORD. 12 GONG PIER 6" CONCRETE PAD 'i 4 'L REIN Bf STRUCTURAL `'` •-�� LOCAL LODES REQU IREMENTS / .INDUCTION LOOP ISOMETRIC n MENU BOARD LOCATION nPLYLON SIGN SECTION L GHT POLE 5EGTION PATIO LIGHT 5EGTION AL2 N.T.S. AL2 SGALE. I/8 " =1' -O" AL2 SCALE: 1/4 " =1' -0" AL2 SCALE SCALE 3/8 " =1' - O" l " ° ""^�+� LI6RT KIT CANOPY KIT TO C 56 OF 171E VORTICAL ITEMS r - -- =- T — !HIg`a II I U SEE A3B FOR SIZE 1 VERTICAL POLE 1 MUATTALHED BASE I� I ,'y'i. I PROFILE OF 55NA6E BREAK AWAY POINT RATE .. ... Z 50 PSF. NDLO I e a LILaN/P I COR sTR E z ` SIL W4 FINISH Y KIT SPEAKE 6) DRI ELE �I �R/MIG RILtl15U5 4 u . SILVER \ r- C. ACLF55 POINT BLU 8 E CANOPY p) TM,q pp ENTER < FINAL 0• A s E'm __ caMwLioR W 2 l ,aNCHOR BOLTS n' PROJ. (PROVIDED LL d DIRECTIONAL SIGN PMT OP BASE PLATE /FART oP SGN A INSTALLi� �e 6a CONTRACTOR BASE PLATE (PART of -BASE PLATE (PMT PPPKA6EN I5 �516N PALKP60 16 SIGN PACKA60 AI2 Aft AID 2' -O` BA SE PLATE (PART OF SIGN FINISHED SURFACE ���- -5 4x150' PIPE DI FRADF fsIlADFr Il PACKAGE) E OF DRIVE LANE - _ J'EOX' y g16N P05T5 O .PIER D CURB ! 5/B'4X 20' ANL+M BOUTS CV u I 1/2'ftIW AWAIOR � ,h. � 1/2'4x12' ANCHOR AI.2 'o 6LJ 9 HOOK A 2 1/2' PRO.ECTIOH, WL75 W 2 112' PROJ. BOLTS w 2 In" PROD. ! ,o. DRIVEWAY HIGH VOLTAGE d X ! I (PROV DED A Dr '. (PROVIDED l (PROVIDED / , y °� I i CONDUIT FROM 1 L 4 << 6ElERAL CONTRACTOR) INSTALLED B T INSTALLED BY 6.W '( � � ' •� � T BNLDIW. PROVIDED > ` �� Cot. PIER FOOTIW (2) I!1 CONDUIT To 41 I LOHDUIT N V2 COIDUT FOR > 12 °0x16' ANCHOR BOLTS CU AND INSTALLED '—CONCRETE LIRB`�% I • N:UIT FOR I DRIVE -TRW, SM VAI2 _ BUNDLE SEE I /AI2 FOR 120Y PON ER �; 2 I/2' PRO.1. PROVIDED l BY ELEC. OONiR,� FOUNDATION OPTIONS, ROUTIW INSTALLED BY 6LJ N - 24'4 x 6'-6' D. MIN• IB'4X36" LONG. PIER MIN. 24'4xbb "LONG. p ' 4x4'-0' 18`4x4' -O' (I V U ll CSIS l`�U LlalS�ll I LONG. PIER CONC. PIER LOORD. SIZE PV LOCAL PIER Z-' 5F SIZE - e GORES LOCAL CODES n MENU BOARD 5EGTION n 5PEAKER 5EGTION 10 PREVIEW 5EGTION II GLEARWE 51GN 5EGTION 12 OPTION,�L CANOPY 5EGTION 19 DIREGTIONAL 516 (( AL2 SCALE 3/8' =1'-O" 1.2 SCALE: 3 /B " =1' -O" AI2 SCALE: 3/5 " =1' -0" AI2 SCALE, 3/8' =I' -0' AI.2 56ALE. 3/B " =1' -O" 1.2 SCALE: 3 /W -V -0" AMERICAN DAIRY QUEEN !I !, MINNEAPOLIS, MINN, U.5.A, FACE OF LURB�. 1 I 'RE6. U.S. PAT. OFF., AM. DO, CORP. TRAFFIC FLOW I 1 THIS DRAWIN6, IT5 DESIGN DETAIL AND 4 I I I f f INVENTION ARE THE PROPERTY OF ABOVE aEARAwe ! AMERICAN DAIRY QUEEN INC. AND 5HOHN DASHED) ' DASHED) SMALL NOT BE COPIED IN ANY MANNER � NOR DISCLOSED TO ANY OUTSIDE a F FACE OF CURB -� ' FACE OF OLRB� FACE OF CURD-2 i IFACE OF CURB PARTY WITHOUT' "ADO" CONSENT. LI E UIL,DM TM TAAM4'f' 4 G DA r a^ a" F I IRY aMN GRILL RILL MEW BOARD ABCNE� ! ., 1 , -T . I 5 s' I i/1510N1 VC'O (SHOP4N DASHED) ( b. F •4 2,' 4' 4" 2` i! I '. I! 4 ! DATE , PLAN ISSUE, PLAN 2010 ANCHOR BOLTS 1D'4 cow PIER D 18 LOICRm PIER R _ ( SCALE A5 SHOWBA ON PLAN ! DESIGN- ARCHITECTURE - CONSTRUCTION 18'4 CONCRETE PIER lY N ! (BY 6LJ PLACED TO 0 ! DRAMA- GIGKED- APPROVED BY, ADO MATCH BASE PLATE I WklO'xVY BASE 'a 12k12kIR' B.A.R 14'4x1/2" BASE PLATE PLATE W (4) 5/64 'y PLATE IV (4) 5784 MU (4) 0815' x 2D0' I j . I I � THIS 15 'PLAN" NORTH 0)116'4 ROLE FOR LOD nT HOLES (PART OF 516N (LOW VOLTAGE) OMIT IF PACKAGE) FOR _ HOLES (PART OF 55(1 4 SLOTS (FART OF 516N REMOTE SPEAKI'Jl 5 tem. BOL75 N �ll11WW11® FOR ACTUAL BUILDING PALKAGFJ FOR 4 PACKAGE) FOR I ( 'SPEAKER POST I, ORIENTATION REFER TO ANCHOR ANCHOR BOLTS ANCHIOR BOLTS ,BASE PLATE N i nc SITE PLAN (BY OTHERS) N 118.4 HOLE FOR CONDOR $ H5H vaTA6E (120,7 110.4 HOLE FOR CONDUIT I ! ATTA=ED VERTICAL ; i 3'4 HOLE M EASE RATE ( POLE (PART OF 546N (4) 3/4'4 HOLES FO� '• FOR (4) CONDUIT RWLE HKKA1 VOLTAGE 112W) LL _ — I— ANCHOR BOLTS J 14� R Wr 'BASEATE(4)ObW -N TO INDUCTION LOOP — SITE DETAILS x 2DO' SLOTS (PART OF s 6N " fiJ) TO DRIVETHRu , PA 060 FOR ANCHOR BOLTS b1M)�• 244 CONC. PIER 2'0 HOLE FOR CONDUIT SHEET AMBER, F n ,4 MENU BOARD 5EGTION I9 5PEAKER 5EGTION I6 PREVIEW 5EGTION GLEARANGE SIGN 18 OPTIONAL MENU CANOPY AI2 SCALE, 314 " =1' -0 AL " 2 -0 SCALE, 3/4 " =1' ' A�I J SCALE, 3/4 "-1' -0" 1.2 SCALE: 3/4 " =1' -0" AI2 SCALE, 314 " =1 -0" A1 .2 EXHIBIT 17 � O# ,V% ? 4 ES0,. Minnesota Department of Transportation L- Metropolitan District Waters OF T's P 1500 West County Road B -2 Roseville, MN 55113 -3174 September 24, 2010 Mr. Scott Richards City Planner City of Oak Park Heights 14168 Oak Park Blvd P.O. Box 2007 Oak Park Heights, MN 55082 Subject: Daiiy Queen — Mn /DOT Review 4S10 -033 South side of TH 36, West of Osgood Ave City of Oak Park Heights, Washington County _ Control Section 8214 Dear Mr. Richards: The Minnesota Department of Transportation (Mn /DOT) has reviewed the above referenced site plan. Before any finther development, please address the following issues: As part of the St. Croix River Crossing project, Mn/DOT plans to widen the frontage road and c9j.tstrud4 The current letting for the St. Croix River Crossing Project is fall of 2013. The current shoulder along the property will be moved southward approximately 14' towards the proposed development. When the fi road for the St. Croix River Crossing Project is being reconstructed the proposed signs, driveway, and fence for the future facility will be affected if built as the plan indicates. These items should be relocated now by the developer to reduce the impacts in the fixture, during the construction of the St. Croix River Crossing Project. Mn/DOT recommends that the proposed exit -only bypass and through lanes be reconfigured to provide maximum separation between the driveway and the east property line. The design of the driveways should be consistent with the St. Croix River Crossing Project. Additional details of the St. Croix River Crossing Project can be found at tvww.dot.state.mn.us /metro /oroiects /stcroix/ Mn /DOT is currently developing the final design for the project so refinements to the layout in this area are on- going. Please provide an as -built site plan for our information when it is available. Please direct final design questions to D. J. Sosa (651) 2347643 of Mn/DOT's Resource Group. Design: Please reference Mn /DOT Standard Plate #7035, Concrete Walk and Curb Returns at Entrances for the driveway entrance on the frontage road. For questions on this comment, please comment Nancy Jacobson, Mn/DOT Design Section, at (651) 234 -7647. An equal opportunity employer i r Water Resources: I A Mn/DOT drainage permit is required to ensure that current drainage rates to Mn/DOT right -of- way will not be increased. The drainage permit application, including the information below, should be submitted to: Minnesota Department of Transportation Metropolitan District - Permit Office 1500 W. County Road B -2 Roseville, MN 55113 The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours, 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off -site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows, 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 - year rain events, and 4) An electronic copy of any computer modeling used for the drainage computations. 5) Copy of the current plan set that includes pond grading and drainage details. Please direct questions concerning drainage issues to Bryce Fossand (651- 234 -7529) or (brvice.fossandna,state.mn.us) of Mn/DOT's Water Resources section. Drainage permit will be required. Permits: As previously stated, a drainage permit will be required. Additionally, any use of or work within or affecting Mn/DOT right of way also requires a permit. Permit forms are available from Mn/DOT'S utility website at htt o : / /w%vw.dot.state,inn.us /utility /forms/ index.htnnl Please include one 11 x 17 plan set and one frill size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651) 234 -7911 of Mn/DOT's Metro Permits Section. General Submittal info: Please address all initial fixture correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B -2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require either: 1. One (1) electronic pdf. version of the plans (the electronic version of the plan needs to be developed for I I" x 17" printable format with sufficient detail so that all features are legible); 2. Seven (7) sets of Rill size plans. I I If submitting the plans electronically, please use the pdf. format. Mn/DOT can accept the plans via e-mail at met ►•odevreviews.DOTnstate.tmr.us provided that each separate e-mail is less than 20 megabytes. Othetivise, the plans can be submitted on a compact disk. If you have any questions, please do not hesitate to contact me at (651) 234 -7792. Sincerely, Jon P. Solb g Senior Pla ner File Copy: Mn /DOT Division file: CS 5214 I Mn/DOT Local Government file: Oak Park Heights Blind Copy via Outlook: Adam Josephson Todd Clarkowski Buck Craig Danilo Sosa Chad Erickson Nancy Jacobson Bryce Fossand Steve Charmer Tod Sherman Eric Johnson, Oak Park Heights Ron Brekke, Landmark Civil Design & Consulting Inc. Ann Braden, Metropolitan Council EXHIBIT 18 Julie Hultman From: K.D. Widin [kdwidin @comcast.net) Sent: Monday, September 27, 2010 9:49 PM To: Eric Johnson; Mark Vierling (E- mail); Chris Long (E- mail); Andrew Kegley; Jimmy Butler; Judy Holst; Julie Hultman; Scott Richards Subject: Dairy Queen - Landscape Plan Follow Up Flag: Follow up Flag Status: Red OPH Staff - have reviewed the landscape plan for the proposed Dairy Queen site and visited the site to inspect the trees. I have the following comments: 1. 1 would not recommend trying to preserve the large cottonwood on the west side of the property since this type of tree is weak- wooded and not structurally sound. The tree will also suffer markedly from construction damage unless all construction activity is kept away from the trunk a minimum of 25 feet on all sides. The boxelder ( #3861), which is indicated to be saved in that same area, has multiple trunks, several of which are dead or dying and this species is also considered weak - wooded and not structurally sound. Saving trees such as these in an area where public seating is also planned, would be a potential risk to users of the area. I would instead recommend planting more trees which can eventually shade the eating area, or covering the eating area with a pergola or trellis of some kind. 2. Other tree work: The cottonwood on the south side of the property, which is mostly dead, should be removed. This tree is in poor condition and will not count toward tree replacement requirements. For other trees which are to be kept on the property, dead branches should be pruned out of the canopies. All other dead or dying trees should also be removed from the site. 3. The proposed landscape plan is very nice. There is good variety of plant material, the plan is attractive and the plant species are hardy, attractive, and relatively insect and disease resistant. There are several rain gardens in the proposed plan and the species listed for those areas are also appropriate for the site. 4. There is underground irrigation specified for the rain garden areas - is this usual and /or necessary? 5. The "Planting Detail' which accompanies the plan is accurate and complete. The plantings will be inspected for adherence to the planting detail and, if not planted properly, the work will have to be re -done. Please forward my comments to the developer. I plan to attend the site review meeting on Wed. 9/29. Kathy Widin Arborist City of Oak Park Heights 1