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HomeMy WebLinkAboutPC LUTHER PLAT 6700 BB7774 BROOKLYN CENTER, MN M410t, T041 :W-emlr% 0 eMionntcsota ... D Angle JT. Joint EXISTING DESCRIPTION NEW DESCRIPTION & And L.F. Lineal Feet ® At L.P. Low Point / Liquid Petroleum 100 YR. 100 Year Flood Elevation LB. Pound `�`'-- CONTOUR �'Iz3 �� CONTOUR A.B. A.D. Anchor Bolt Area Prom LOU LONG. Local Government Unt Longitudinal 123.4 SPOT ELEVATION 123.4 SPOT ELEVATION A/C Ar Conditioninq Unit LT. Licht / Lghtnq 0_, BUILDING BUILDING ADD. Addendum MAINT. Maintenance ADDL. Additional MAS. Masonry___, CANOPY / OVERHANG C = UNDERGROUND STRUCTURE ADJ. Adjacent / Adjust MATL. Materol AHU Ar Handhnq Unit MAX. Maximum CONCRETE ?EuPA"lii RAILROAD ALT. Alternate MECH Mechanical 0 CONCRETE ALUM. Aluminum NED. Medium ANOD. Anodaed MFR. Manufacturer � APPROX. Approximate MH Manhole II CONCRETE CURB � CONCRETE CURB ARCH Architect / Architectural MIN. Minimum / Mnute II AUTO. Automatic MISC. Miscellaneous EDGE OF PAVEMENT EOCE OF PAVEMENT AVC. Averoqe MNOOT Minnesota Department Of Transportation HHi HT. TYPE B.C. Back of Curb MOD. Module / Modular —x X FENCING Hem' T'we -x x- FENCING B.M. Benchmark MUL. Mullion B/W Bottom of Woll N. North - GUARD RAIL BFE Basement Floor Elevation N.I.C. Not In Contract GUARD RAIL BIT Bituminous As haltic ( p ) NO. OR # Number --- CONCREIE RETAINING WALL CONCRETE RETAINING WALL BLDG Building NOM Nominal BSMT. Basement NTS Not to Scale FIELDSTONE RETAININC WALL CCa FIELDSTONE RETAINING WALL C.F. Cubic Feet NWE Normal Water Elevation C.F.S. Cubic Feet Per Second NWL Normal Water Level MODULAR RETAININC WALL MODULAR RETAINING WALL C.G. Corner Guard O.C. On Center C.J. Control Joint - O.D. Outside Dmension Hilo SOIL BORING DOORWAY C.L. Centerline O.E. Overhead Electric C.M.U. Concrete Masonry Unit OH. Overhead LT LIGHT POLE C.O. Cleanout OHWL Ordinary Hqh Water Level LIGHT STANDARD C.O.E. U.S. Army Corps Of Enemeers OPNG. Openmq TREES floe. C.Y. Cubic Yards ORIC. Orqinal k.,-� �. POWER POLE CI3 - Catch Basin P.C. Pont of Curvature DENOTES TREE. LIMITS Loz CBMH Catch Basin Manhole P.I. Pont of Intersection SLOPE, DIRECTION OF FLOW CEM. OF Cement Cast Iron Pipe PIV P.L. OR P/L Post Indicator Valve Property Line C(D) MANHOLE "' BOLLARD CMP Corruqated Metal Pipe P.O.B. P.5.F. 'Pont of Begnnnq-X'ST5-»- Pounds Per Square Foot C (If CATCH BASIN Ri'RAP� STORM SEWER CONC, Concrete (Portland) CONN. Connection P.S.I. Pounds Per Square Inch o-X'SAN—>— SANITARY SEWER -WASTE -' CONNT. Construction - P,T. Pont of Tangency cz FIRE HYDRANT C0-X"FM—>— CONT. Continuous P.V.C. Pont of Vertical Curvature FORCE MAIN CO Contractor P .V.I, Pont of Vertical Intersection ® WATER VALVE OO�X"RD »- COP. Copper P.V.T. Pont of Vertical Tangency ROOF DRAIN COLLECTOR CU. Cubic PE PEP. Polyethylene Pedestal / Pedestrian FLARED END SECTION care VALVED.S. -X°WTR WATER MAIN DEG. Down Spout Degree PERF. PREP. Perforated Preparation ® IRON MONUMENT FOUND i- HY� —X"FIRES- Pro FIRE LINE (IF SEPARATE) DEMO. Demolition / Demolish DEPT. De artment PROD. PROP. Project Proposed O IRON PIPE MONUMENT SET BLoc. FIRE DEPARTMENT CONNECTION OCT. IA. Detail Diameter PVC Poly-Vinyl-Chlorite—X'WTR (Ppnq) P.K. NAIL —0 ATE VkvE DOMESTIC WATER SERVICE O DIAL. Dngonol PVMT. Pavement size, TYv� -. -- DIM. Dimension QTR. Quarter Qf POWERPOLE CULVERT & END SECTION DIP Ductile Iron Pipe QTY. Quantity _ _a_ - GAS LINE ON Down R RadiusO GUARD POST - DWG. E. Drovnq East RAP. R.D. Radus Roof Dron � UTILITY BOX TV, TEL, ELEC ( ) ° � X'SSD SOIL SUBDRAIN E.J. Expansion Joint R.E. Remove Existnq O OE ELECTRIC -OVERHEAD E.O.S. Emergency Overflow Swale R.O. Rough Opennq sic TRAFFIC BOX E.W. Each Way R.P. Radius Point 815E ELECTRIC -UNDERGROUND EA. Each RCP Reinforced Concrete Pre Cf GAS METER OT EL. Elevation R.S. Rough Slab cm— TELEPHONE -OVERHEAD ELEC. ELEV. Electrical Elevation RE. REINF. Regordinq ReinforcedI TRAFFIC SIGN _ -UT TELEPHONE -UNDERGROUND EMER. Emergency REQ'D Required E- GUY WIRE - -UTV— — UNDERGROUND CABLE/TV ENCR. Engineer REV. Revision / Revised ENTR. Entrance Rau Requlotory Government Unit R/T REGISTRAR OF TITLES —OTV UNDERGROUND CABLE/TV CO. Equal ROW OR S. R/W Rght of Way South C/R COUNTY RECORDER LAWN SPRINKLER SLEEVE COUP. Equipment EQUIV. Equivalent S.F. Square Feet EXIST. Exmtinq SAN. Sanitary Sewer EXP, Expansion SECT. Section X" 5T5->>- STORM SEWER LINE F & I Furnish and Install se Side Exit F.B.O. Furnished by Others SEWO Side Exit Walk Out X" SAN->- SANITARY SEWER LINE F.C. Face of Curb SHT. Sheet F.D. Floor Dram SIM. Similor X" WTR WATER MAIN F.D.C. Fre Department Connection SLNT. Sealant F.V. Field Verify SPEC. Specification G UNDERGROUND GAS FB Full Basement SQ. Square FBWO Full Basement Walk Out STMH Storm Sever Manhole OT OVERHEAD TELEPHONE FBLO Full Basement Look Out STD. Standard FDN. Foundation STRUCT. Structural UT UNDERGROUND TELEPHONE FES Flared End Section SYN. Symmetrical FFE Finished Floor Elevation T Thickness - UE UNDERGROUND ELECTRIC PLR. Floor T/R Top of Rm FT. OR (') Foot T/W Top of Wall Ge OVERHEAD ELECTRIC HUT. G.B. Future Grade Break TEMP. THK. Temporary Thick Thickness UTV UNDERGROUND CABLE T.V. G.C. General Contractor TNH Top Nut Hydrant OTV OVERHEAD CABLE T.V. ' GAL. Gallon TYP. Typical CALV. Galvanized U.N.O. Unless Noted Otherwise R WELL GFE Goroqe Floor Elevation V.B. Vapor Barrier GL. Glass V.C. Vertical Curve - - - 0 - - - RESTRICTED ACCESS OR. Grade V.I.F. Verify In Field H. Hecht VCR. Verify I O NOTE NUMBER H.P. Hqh Point VERT. Vertical HDPEP Hqh Density Polyethylene Pipe VEST. Vestbule- HGT. HORIZ. Heght Horizontal W W.PT. Width Worknq Point "-� DENOTES BITUMINOUS SURFACE HVAC Heatinq, Ventilation, Ar Condtnnmq W.W.F. Welded Wre Fabric HYD Hydrant Inside Dimension W/o WithoutI.D. IN. OR (") Inches WO Walk Out INFO. Information WETL. Wetland - INL. Inlet Elevation WP Waterproof INSUL. Insulation T. Weght INV. Invert Elevation MD Yard YR. Year - ill 11 • • ® -• .• SYMBOL DESCRIPTION MMM WMNEEW inasV SILT FENCE a I CONSTRUCTION LIMITS i INLET PROTECTION SYMBOL DESCRIPTION NOTE REFERENCE 15 PARKING STALL COUNT 9CI LARGE SHEET DETAIL C21 COORDINATE POINT Q REVISION - ADDENDUM, BULLETIN, ETC. t. REVISED AREA (THIS ISSUE) (PER CITY OF BROOKLYN CENTER ENGINEERING DEPARTMENT) TOP OF TOP NUT OF FIRE HYDRANT WEST SIDE OF BROOKLYN BOULEVARD, AT RANDY ITEN CHEVROLET. ELEVATION = 567.32 FEET LOTS I AND 2, BLOCK I, BRI MAR ADDITION AND LOT I, BLOCK I, CHRYSLER REALTY ADDITION ALL ACCORDING TO THE RECORDED PLATS THEREOF, HENNEPIN COUNTY, MINNESOTA. NOTE: PORTIONS OF THE ABOVE DESCRIBED PROPERTY ARE REGISTERED PROPERTY. THAT PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 52, HENNEPIN COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF SAID LOT 3, 28q.74 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD WHICH POINT IS MARKED BY A JUDICIAL LANDMARK; THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 601.36 FEET, FOR THE POINT OF COMMENCEMENT OF THE LAND TO BE HEREINAFTER DESCRIBED; THENCE CONTINUING WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD, 150.357 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID LOT 3TO THE CENTER LINE OF SAID COUNTY ROAD, TREATING THE SAID CENTER LINE OF THE COUNTY ROAD AS THE NORTH LINE OF SAID LOT 3; THENCE EAST ALONG THE CENTER LINE OP SAID COUNTY ROAD TO ITS INTERSECTION WITH A LINE RUNNING NORTHERLY AND PARALLEL WITH THE EAST LINE OF SAID LOT FROM THE POINT OF COMMENCEMENT OF THE LAND DESCRIBED HEREIN; THENCE SOUTH ALONG THE LAST MENTIONED PARALLEL LINE TO THE POINT OF COMMENCEMENT OF THE LAND DESCRIBED HEREIN. AND (PER CERTIFICATE OF TITLE NO. 12IG7OI) THAT PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 25, HENNEPIN COUNTY, MINN. DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF SAID LOT 3, 259.74 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 451.02 FEET TO A POINT TAKEN AS AND FOR THE POINT OF BEGINNING OF THE PROPERTY HEREBY CONVEYED, THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 150.34 FEET, THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID LOT 3 TO THE CENTER LINE OF SAID COUNTY ROAD TREATING THE SAID CENTER LINE OF COUNTY ROAD AS THE NORTH LINE OF SAID LOT 3 THENCE EAST ALONG THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 150.34 FEET, THENCE SOUTH TO THE POINT TAKEN AS AND FOR THE PLACE OF BEGINNING OF THE PROPERTY HEREBY CONVEYED. LOTS I, 2, AND 3, BLOCK I, BRI MAR 2nd ADDITION HENNEPIN COUNTY, MINNESOTA MOTORS MANAGEMENT CORP. LINDA McGINTY 3701 ALABAMA AVENUE SOUTH ST. LOUIS PARK, MINNESOTA 55416 TEL (952) 258-8800 FAX (952) 2,58-8900 � ��511 119 C-001 CIVIL TITLE SHEET C-101 EXISTING CONDITIONS C-201 CIVIL SITE PLAN C-301 GRADING, DRAINAGE, PAVING & EROSION CONTROL C-401 UTILITIES C-501 PRELIMINARY PLAT E-201 PHOTOMETRICS L-201 LANDSCAPE PLAN ARCHITECTURAL — HONDA A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-201 EXTERIOR ELEVATIONS ARCHITECTURAL — TOYOTA: A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-201 EXTERIOR ELEVATIONS Lill SI.TEIUTILIT�YiCONTA"CATS COMPANY/SERVICE ADDRESS CONTACTS PLANNING 6301 SHINGLE CREEK TIM BONETTI DEPARTMENT PKWY (763) 56q-3300 TELE CITY OF BROOKLYN BROOKLYN CENTER, MN (763) 56q-3360 FAX CENTER 55430 ENGINEERING 6301 SHINGLE CREEK DEPARTMENT PKWY (763) 56q-3340 TELE CITY OF BROOKLYN BROOKLYN CENTER, MN (763) 56q-3404 FAX CENTER 55430 BUILDING DEPARTMENT 6301 SHINGLE CREEK CITY OF BROOKLYN PKWY (763) 56q-3478 TELE CENTER BROOKLYN CENTER, MN (763) 56q-3360 FAX 55430 FIRE DEPARTMENT 6301 SHINGLE CREEK CITY OF BROOKLYN PKWY (763) 503-3160 TELE CENTER BROOKLYN CENTER, MN (763) 56q-3360 FAX 55430 ELECTRIC 8701 MONTICELLO LN BOB TORRES XCEL ENERGY MAPLE GROVE, MN (763) 4013-1671 TELE 5536q GAS 700 WEST LINDEN DENISE JOHNSON CENTERPOINT AVENUE (612) 321-4485 TELE ENERGY/ MINNEGASCO MINNEAPOLIS, MN 55440 (612) 41cl-4g50 CELL TELEPHONE 2500 WAYZETA BLVD. RON AMEY QWEST ROOM 300 (612) 381-5567 TELE MINNEAPOLIS, MN 55405 (612) 381-5571 FAX WK71 I I• f • . • r :.• BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MIl IN-RAPOLIS, MN 55402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 ,t�"X°yin " �,Mb Luther qao Brooklyn Center Dealerships Brooklyn Center, MN Luther Brookdale Honda Luther Toyota City Issued CONCEPT PLAN CITY SUBMITTAL 4 AFRIL 2011 22 AFRIL 2011 t"T 2 2 2011 i U, CITY 5U13MITTAL APRIL 229 2011 ® O L ol!'lul Cil' F O R M From Site to Finish 0 0 illllk 911VIu 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net POLP LINES, THIS SHEET HAS BEEN REPRODUCEDwBEYOND INTENOED READABILITY. PLEASE CONTACT THE ENCNEER TO REQUEST ADDITIONAL DOCUMENTS. 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CONSTRUCTION, ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE ARCHITECTS REPORTED TO THE OWNER. 150 SOUTH FIFTH STREET SUITE 1425 MINN-EAPOLIS, MN 55402-1200 TELEPHONE: 612.3M.8601 FAX: 612.339.5668 Luther o 0 Brooklyn Center Dealerships Brooklyn Center, MN Luther Brookdale Ronda QL Luther Toyota City Issued GONGEPI PLAN 4 APRIL 20I1 CITY 51.15MITTAL 22 APRIL 2011 CITY SUBMIT`iAL APRIL 22v 2011 • L np„1111111 D, F O R M II1 From Site to Finish 1 11111 4 uIV fill' 105 South Fifth Avenue Tel: 612-252-9070 Suite513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: landfonn.net IF THE HEADER DRECTLY ABOVE DOESNOT CONTAIN FOUR LINES THS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY PLEASE CONTACT TIE ENGNEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT MANAGER REVIEW BY: SES cgs a R5" / AA/r-/^ !S �)/I/,-I �/A/ YS I in rA1n,)/r-C)I: � In Ann/T/nn/ 2� I S L rl/VL ..: L /\L/u/\L//V L VLi L_I VL.1 L_/\ v .'I-\U Haul//U V Q r-AlTr-�) Ann/T//)A/ O R3.5 IN / ° R20' HONDA 521228 SF FOOTPRINT FFE = 866.00 4 1 G F' 0 r�z �Ir' iticu:-. 27.5" h. r v / L/L//I/vIV o TOYOTA 52,140 SF FOOTPRINT FFF = RRR no d rIF 7STA /C NO. 9416.7s! R3.5' 2 r�l �o r� t C-11 �C) U �1 I. OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT —OP —WAY. 2. THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR _ STAKING. DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER. THE BUILDING FOOTPRINT, AS SHOWN ON THESE DRAWINGS, AND THE DIGITAL FILE, SHALL BE COMPARED TO THE STRUCTURAL DRAWINGS PRIOR TO STAKING. 33 BUILDING LAYOUT ANGLES ARE PARALLEL WITH OR PERPENDICULAR TO THE PROPERTY LINE AT THE LOCATION INDICATED. 4. DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. C 5DDELINEATE PARKING STALLS WITH A 4-INCH WIDE WHITE PAINTED STRIPE. DELINEATE ACCESS AISLES WITH 4-INCH WIDE WHITE PAINTED STRIPES 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO DIRECTION OF TRAVEL. 6. TRASH/RECYCLING AREAS: SEE ARCHITECTURAL DRAWINGS. GREEN SPACE (LANDSCAPE AREA) REQUIRED PARKING 14ONDA LOT: SERVICE BAYS THREE SPACES FOR EACH 34 BAYS 102 STALLS ENCLOSED BAY ONE SPACE FOR EACH DAY 40 EMPLOYEES *40 STALLS SHIFT EMPLOYEE TWO SPACES FOR SERVICES 2 STALLS VEHICLES OFFICE 200 SF/CPA FOR 9,500 SF COMMERCIAL USE OFFICE GFA *46 STALLS RETAIL ELEVEN SPACES FOR THE FIRST 13,650 SF *76 STALLS 2,000 SF OF GFA OR SHOWROOM GFA FRACTION THEREOF; 5.5 SPACES FOR EACH ADDITIONAL 1,000 SF OF GFA WAREHOUSE ONE STALL PER 800 10,100 SF *13 STALLS SF/WAREHOUSE GFA WAREHOUSE GFA TOTAL PARKING STALLS REQUIRED 251 STALLS REQUIRED PARKING TOYOTA LOT: SERVICE BAYS THREE SPACES FOR EACH 36 BAYS 106 STALLS ENCLOSED BAY ONE SPACE FOR EACH DAY 45 EMPLOYEES *45 STALLS SHIFT EMPLOYEE TWO SPACES FOR SERVICES 2 STALLS VEHICLES OFFICE 200 SF/GFA FOR 10,200 SF COMMERCIAL USE OFFICE GFA *51 STALLS RETAIL ELEVEN SPACES FOR THE FIRST 13,300 SF *74 STALLS 2,000 SFOF GFA OR SHOWROOM GFA FRACTION THEREOF; 5.5 SPACES FOR EACH ADDITIONAL 1,000 SF OF GFA WAREHOUSE ONE STALL PER 800 q,gO0 5F *13 STALLS SF/WAREHOUSE GFA WAREHOUSE GFA TOTAL PARKING STALLS REQUIRED 293 STALLS * THESE REQUIRED STALLS USED AS BASIS FOR REQUIRED NUMBER OF ACCESSIBLE PARKING STALLS PROVIDED PARKING HONDA LOT: STANDARD STALLS (q'xl8") & (q'XIcI.5') 5q8 EA. ACCESSIBLE STALLS (8"xl8") 6 EA, TOTAL PARKING STALLS PROVIDED 604 EA. PROVIDED PARKING TOYOTA LOT: STANDARD STALLS (9'xl8') & (q"XIq.5') 5q4 EA. ACCESSIBLE STALLS (8"xl8") 6 EA. TOTAL PARKING STALLS PROVIDED 600 EA. EXI311NG: PERVIOUS 154,761 S.F. 21.6% IMPERVIOUS 562,115 S.F. 78.4% TOTAL (16.46 Ac) 716,87q S.F. 100.0% PROPOSED: PERVIOUS 103,350 S.F. 14.4% IMPERVIOUS (BUILDINGS) 104,365 S.F. 14.6% IMPERVIOUS (PAVING) 50q,161 S.F. 71.0% TOTAL (16.46 Ac) 716,87q S.F. 100.0% BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MIl NEAPOLIS, MN 55402-: TELEPHONE: 612.339.8601 FAX: 612.339.5668 W a" nnecr' Luther a Brooldyn Center Dealerships Brooklyn Center, MN Luther Brookdale Honda Luther Toyota City Issued CONCEPT PLAN 4 APRIL 2011 CITY SUBMITTAL 22 APRIL 2011 CITY SUBMITTAL APRIL 229 2011 1111111,l D F O R M 11111111 �uu From Site to Finish el 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landfonn.net IV KCGVt}I AVVIIIVNAL VV WVNI3. PROJECT MANAGER REVIEW BY: SES DAT : APRIL 22, 2011 �4 ' Ce TOP=8638 Ot 2, pq--CAS ._---__..�.__ "C(P) uccip ....... 6 Ucc(P) `t J___--- "Ot p INV 57.2 NW '�1 ` ➢� �--_^ 8 EX M86 INV85 cq 85Z25 INV 56005-SE �^- v - 5-STEM CAS Qff a, NC INV 861.0 24"BiEES-GA9 -®U E (P A use DIP) 7 6 p G 64111 a . u 0 64.31 � 57 , /64.15 f ." Top 'F NV 6CAZ t _ f 100=e65.1 11 ' Nv=86235 s '� �S�L F 5.4 =H649 = H61.9 ~ TOP_5652 NV= 561.6 N ti r " w o M1 , r 7 t C5 ` P TOP 6.0 INS 62.2 t ` t• A4.OTn� by�Z�� ,. 0 8 e FT cl+aN ��- 10 9 _e66.2 P T r 66• \ LINK FENCE NV- 861.2 W \ t NV=862.75 HE - """ l i , 0 ne'AL COVERS ON OONC PADS ,M1 0E TOP-E65.5 561,55 m L rc 1 �OvH " 4 t / SWRY BRICK BLLOW ., "�- ,;I • z � � � 5a� Li I. SPOT ELEVATIONS AT CURBLINES INDICATE FLOWLINES UNLESS NOTED OTHERWISE. SEE SHEET C-401 FOR RIM ELEVATIONS OF CATCH BASINS, 13 A MEET AND MATCH EXISTING CURB. PROVIDE 10' FOOT TRANSITION WHERE NECESSARY. PAVING SECTIONS (PRELIMINARY) BAKER ASSOCIATES, INC. ARCHITECTS o. BITUMINOUS PAVING (LIGHT DUTY) " 16-INCH WEAR - TACK COAT 1.5-INCH BASE 6-INCH AGGREGATE BASE (MNOOT 3138, CLASS 5) COMPACTED SUBSOIL 150 SOUTH FIFTH STREET SUITE 1425 'o..:._ b. BITUMINOUS PAVING (HEAVY DUTY) MINNEAPOLIS, MN 55402-1200 1.5-INCH WEAR TELEPHONE: 612.339.5601 TACK iCOAT FAX: 612.339.5668 2.5-INCH BASE 8-INCH AGGREGATE BASE (MNDOT 3138, CLASS 5) COMPACTED SU1350L c. CONCRETE WALKWAYS 4-INCH CONCRETE WALK W/6X6 INCH, #10 WWM 4-INCH AGGREGATE BASE (MNDOT 3138, CLA55 5) COMPACTED SUBSOIL d. CONC12ETIE DRIVES, APRONS, EXTERIOR SLABS, AND CAR DISPLAY PA05 8-INCH CONCRETE W/#4 REPAIR AT 16 INCHES OC 8-INCH AGGREGATE BASE (MNDOT 3135, CLA55 5) - COMPACTED SUBSOIL e. BITUMINOUS PAVING (69TH AVENUE NORTH) COOL INATE WITH CITY OF BROOKLYN CENTER FOR PAVEMENT SECTION. RIBBON CURB Luther O o B412 CURB AND (GUTTER Brooklyn Center SURMOUNTABLE CURB AND GUTTER - Dealerships E> 8612 CURB AND (GUTTER © B618 CURB AND (GUTTER Brooldyn Center, MN 9. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS Luther PRIOR TO BEGINNIING GRADING. Brookdale Honda 10. REMOVE TOPSOIL FROM GRADING AREAS AND STOCKPILE SUFFICIENT QUANTITY FOR REUSE. 11. REMOVE SURFACE AND GROUND WATER FROM EXCAVATIONS. PROVIDE INITIAL LIFTS OF Luther Toyota City STABLE FOUNDATIION MATERIAL IF EXPOSED SOILS ARE WET AND UNSTABLE. 12. REFER TO STRUCTURAL SPECIFICATIONS FOR EARTHWORK REQUIREMENTS FOR BUILDING PADS. 13. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE REMOVAL OF ORGANIC AND SOILS, SOIL CORRECTION, AND COMPACTION AND PROVIDE PERIODIC REPORTS Issued To THE OWNER. CONCEPT PLAN 4 APRIL 2011 14. PLACE AND COMPACT PILL USINC LIFT THICKNESSES MATCHED TO SOIL TYPE AND CITY SUBMITTAL 22 APRIL 2011 COMPACTION EQUIIPMENT TO OBTAIN SPECIFIED COMPACTION THROUGHOUT THE LIPT. 15. COMPACT MATERIAL IN PAVED AREAS TO 95% OF MAXIMUM DRY DENSITY, STANDARD PROCTOR (ASTM 0698) EXCEPT THE TOP 3 FEET WHICH SHALL BE COMPACTED TO 100%. COMPACT TO 98% DENSITY WHERE FILL DEPTH EXCEEDS 10 FEET. 16. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO BEGINNING WORK AND MAINTAIN FOR DURATION OF CONSTRUCTION. REMOVE CONTROLS AFTER AREAS CONTRIBUTING RUN OFF ARE PERMANENTLY STABILIZED AND DISPOSE OF OFF SITE. 17. LIMIT SOIL DISTURBANCE TO THE GRADING LIMITS SHOWN. SCHEDULE OPERATIONS TO MINIMIZE LENGTH OF EXPOSURE OF DISTURBED AREAS. 18. MANAGEMENT PRACTICES SHOWN ARE THE MINIMUM REQUIREMENT. INSTALL AND MAINTAIN ADDITIONAL CONTROLS AS WORK PROCEEDS TO PREVENT EROSION AND CONTROL SEDIMENT CARRIED BY WIND OR WATER. 19. EXCAVATE PONDS EARLY IN THE CONSTRUCTION SEQUENCE. REMOVE SEDIMENT FROM PONDS PERIODICALLY AND AFTER AREAS CONTRIBUTING RUN OFF ARE PERMANENTLY STABILIZED. 20. RESTORE DISTURBED OPEN AREAS WITH TEMPORARY SEED OR SOD WITHIN 72 HOURS OF - COMPLETING GRADING IN EACH AREA. 21. SEED, SOD, MULCH AND FERTILIZER SHALL MEET THE FOLLOWING SPECIFICATIONS, AS MODIFIED. ITEM SPECIFICATION NUMBER SOD MNOOT 3875 SEED MNDOT 3876 TYPE 50 ® 40 LB/AC TYPE IIIOA Qa 60 LB/AC MULCH (TYPIE I. DISC ANCHORED) MNOOT 3552 FERTILIZER NNOOT 3881 GENERAL PLACEMENT MNOOT 2575 22. SEE LANDSCAPING SHEETS FOR PERMANENT TURF ESTABLISHMENT. 23. SCRAPE ADJACENT STREETS CLEAN DAILY AND SWEEP CLEAN WEEKLY. F / F ,.. a."t 6,.i .. J ! I t T9m; >.' o- "i<u ✓r.. ., ... .. SILT FENCE INLET PROTECTION EXISTING PROPOSED ULTIMATE PERVIOUS 3.55 ACRES 2.37 ACRES 2.37 ACRES IMPERVIOUS 12.91 ACRES 14.09 ACRES 14.09 ACRES TOTAL 16.46 ACRES 16.46 ACRES 16.46 ACRES CITY SUBMITTAL APRIL 229 2011 L p„II ) F O R M From Site to Finish 11111111 111111111 111111111 11111' - 105 South Fifth Avenue Tel: 612-252-9070 Suite513 Fax: 612-252.9077 Minneapolis, MN 55401 Web: landform.net IF THE HEADER DIRECTLY ABOVE DOES NOT CONTAIN FOUR LINES, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUPENTS. PROJECT MANAGER REVIEW BY: SES DAT : APRIL 22, 2011 a c LJ. 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INV=857.61 I 3-1792-FG SAN O � rr L�I r \ �D%' �. ` BLDG NORTH MH I I RIM 862.75 o Tov=56s.4 '' O .\\\ / - 4 / RIM_865.15 , --.- 12 ° wv=Bs1.15 5 oce e6z:3s s Q \, O .-' 1 r , y"`r aI "f r"X',/ r` ( 0 EX CB- 2 2 1 1 „� �N n c _ \ tip. �' ry �r g a \ �, INV 857 46 I - RIM-863. � �, k, ,�' _ HYDRANT & - I I I NV=858.b4 � � � 114 I .- CB r .> 1 ( 148',. DIAMETERT69''RIM=862.75 II i T INv= 861.9 \....-�"� I I \ GATE VALVE 48" DIAMETER I _ ;' \ INV 857.35 ' INV-a6aa s �, -,i ..� INV 89 .85 1LN B 10 --"\ 6"X6" TEE R-642 63'-27" RCP '-17g2-FG' `9N =858.81I S O w INV 857 5, A INV 81 � � O v �. :� I RIM=864.00 � � @ 0.25% I 48 DIAMETER -9 TaP-BEsz / % 1` NV-B61.8 - �--«" '��`' , ,. ;: INL=856.95 <�9s ., . I R 17g2-FG ✓�r� o _ '�\ '= �'� •*'' O O ..r - A^ r '� INV-856A5 \ � �p � - �O 1 I 45" DIAMETER \ °a VS I { �\Lr �� r IM @ 0.80% ,L__R-3250-A \\ I. Y -.-..1 I ILr858.95L....- ' @ 0.25 r, ` R b 3.33 c; �. 1N. ' �FIX I 1EZ INV764- J RIM-8682..9775 INL=85° 48DIAMETER 18" R��-77RCP /�i I ' R-3250-A"v @ 0.50%✓ L/'�.y / R 0.25% t.,• INV=858.g7 SAN I C 48 DIAMETEK rOP=B65.7 NV= 851.E NW/SE NV=5s2.1s sw ce N TOP=8660 -. = Be ] i \ ° C\ // P. TOV- 66.5 NV-8s2aNW/SE Nv=553.1 w Q ��✓X -9'��' it 0 ec -O'51H 101=066.7 Nv=a11W NV=86,75 HE c; v t to 48.1I'L YN IS o �avE*a.ANc ° i 6801 BROOB/VO. ,r TY EASSMNT - / B f1122 / T-1-M= -62-.75 R' INV17=9825-9 F.0 13 - -I IQL=858.55 632" RCPHON®A V=558.35RNNuLINTER 8-AME 3'R-1FG52 228 SF FOOTPRINT 24CP icB 116@ 0.25% RI3 12111=863-.83 FFE123c0.NL=859.33 85843r IMJ5INV_858 23,-N85848" DIAMETER �SM\ _ FG145 DI ETR-17g2-FG' 7q2-FG S!, ' _ ! i , _ -- - r - RIM \. l _ y� t :} INV 858: � t1 ti ° \116 , �, METE�2.0 I \ \ RIM=863.66 71-18 RCP z � --'� � r, I 1 I _ "� / �✓ q / CB tb5"' `,, ' \� 4 1 k R-17g2 �FG�.r' 8 @ 0.25%-`I. `', --'` �\ '' ✓' / /�� _-.. RIM=86 .83 ,,, \`'. �� � / / INV=85g.g5 �S• - - II I T{ >--113 . Q ',• '`, \A e Qo�`� 41'-14 /`_, �\ 27" DIAMETER-i,r: ,'•CB- 107 ( ) `'� 'S i2\ RCP.. , 3250-A % z�9 j 1 �cA F� / INV�5q.13 INL SE '85�i,97 \!� \ y " RIM 864.33 INL' 0 I t \ / '' 8 DIAMETErRf,. r }y', r ,.`. \INV=860.63 (SW)-8'Sq.57 b: 7 ° � / i / / _ '?T �i ®oy `27" DIAMETER. iNV=859,,37.y 44;-12 \/`' /A :, / / •" -. RII"�=862.�5/�l%,i�'//1O I 5'-15" RCP - A, IAMETER v. CP �� V -ram. ✓vi' I R-3250-A. Y? ryhl° {� , ! / / 1 ( \ INL=85q.5 �- -- @ 0.25% CB 26,.. � °,\ l\T792-FQ ` , O / `. `\. \ � / / `\ JIB \ / / / ° .. - , \� / / / 48 DIAMETE ' IM�'G3.00 II I RIM_663.66✓ p r' r ° RIM 8Y3.5 x' t , / a �'��®O �/ 5 / /`,, ��G / ,, `� ! / 2-17g2-FG .✓ B IQ6 o r \ \ �/ r 0 L 860-63 �. INL(SE)860.Iq<1- \ �` ,,. /IGGpQO .\ �,r' ,..., r'r 85q.71 - I !,. INL SW-�5)`qq - �0 41 -12" Y7C -../ / /✓ I �� \ INV 860.63 ' ` / , 48 DIAI'1ETER V ``98" DIAMETER '� • �VNV�85q.7q •. @ 05,A _. V ' R-3250-A 74'-12 pRCP A 48'°'aA�A{7E R:• 1�1° \ e ti ,/ @ 0.80/ r d♦? 9 FG % r r i 0' Ov 8655I « V `' _, ,] ; , @ Y 'Y ° / „21M $63.00 INV 65q.93CB Iqq I r J c ti / 5 CB 303 `\ �0 `• �' � \V V A RIM-863 83 R��O�-A � - .1 n L 1 •.-'� -_ RIM=863.43 _ 0 V - 4�/rj I ti.,., r 1 INV=861.0 r;•«__,,, A � � �.� ',., °QA \ INV-860.Ig .� �'!<` I I \ 27" PIAR 27' DIAMETER R-325`0=A A V : �, /'� A' 0� l FD C R-3250-A \ , R - - TOP eb'o 9 �': v- o°a w"E \. , , % _ �,�� V • . ,' � 27' DIAMETER r a -i Y,j. / ,>A"' III'>cl2 �' �aVt REDUCE 2-3250-A -' RCP@ \ __�, 8 3 TE oy cp 5t 55°a� ,X„ / " 0.43/,2 / •y `n .. RIM=863.50 INL-86038 INV=660.16 HYDRANT & j k' v' M=863 83 48" DIAMETER 29i �V A GATE ALVE .N,.. NV 8605q R-1792-FG _ti v V I of 2, `. r 27' DIAMETER TOYOTA o k @�sW s '\ �' f/` 302." 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S� ✓ 1100-18 I CONNECT TO " ° /\ EXISTING 370RM., A \ �� -8 3.0.0 J ✓� r �` I RCP @ STRUCTURE AT A & N _ J r, _ 10.50% NV=85q.45 \ CB 304 �/ -� ` RIM=863.50 1 / 'I �Vx$5 INV=861-02 _ i` / ,r ENV- 858.45 �a " 27" DIAMETER - - `� E AL E 48 bIAMETEjd rr" r' / CB 504 �`- � - \ / ��V R-f7g2,*G CORE DRILL & INSTALL R-17g2-FG : �` /r ,RIM=862.83 - ; ' �,' d r / I FLEXIBLE BOOT. _ \ \�y n \ p._ OI - 8'X6'r'CEE, -K -' �� /'-'$�•58 J CONNECT TO EX SAN MH r ,} "'` �..RI �86 00 "'r aNV,=858.�i8 I AT INV=853 18 \ 2 n s A RIM=`862,r33 - •p DI METER v� s o ` \ / NG- q:36 1,' / S�'X° .' R-325A �A EX SAN I _ \f S- \ , / 27 DIAMET 3, ® .%TOP=8627 L,.r. ....._.... A 1Y S1RU URE - FR 3• CB - - RIM=86 - 0 - ,>� \ R-32r50-A V�59.3g RIM 6 -'✓/1 „INV 552.65 ( )= i ` r, A` .,,� r ' DIAMETER INL-85 o NW 85q. N \ '''�33•-12 RCP ,.,- �b ✓ ' 0,,, L(SE)=85q.22 @ 0.40% 'F •`� ./' ' R- 2- G` INV=858.22�, _ / j 100P @ ' - �` r,r� RCP @ . ��� � ''LI)JV-85q.02 \ v "� ' �r✓ ` 48 DIAME1kR / �,r \ I `✓'� 63'-12 r''r r ���'�r'` R-17g2 0.50/ a RCP J.. CONNECT TO Z 06 rn`ti c``T�' 2.', ;,/ ,, r.t / ,Tl OB502 ,,/'�' EXISTING STORM ` 0 \ S ,3T-I5 CB 402' ` f" .?: RIM 86300 !"✓ r' JJ r} 62 - - STRUCTURE AT \ �`, `;��� %0�h05 r of ,` ��\ RCP @ ,RiM 8 2.23.., .1�� v,;''INL(NW)--857 57 / l RCP I (') INV=858.g0 lV ._V A� p 5� � c'� A V lrl.4¢% INV�85 48 .® �I(E) 857 57 33'-2y 0 50/ I C� 271, JAM TAR `y l,r MVG857.17 0f0P=863.8\ 0�8��,6' ` _'' R-32 A' ,r8 Jo 60'~DIAMETER Iz^RCP sT s - CB ,� ✓ Z� �,� 'v \ RINL 858 s '' .r'r . GJ�V 857.00. 5 I {; ) INV=856.5 8' A Jo° ,r 050 s TOP-86 r �. R�17g2-FG� ` _ "� Y L RIM=86283 - fn 2 r / % "6 " INL(S)=858 46 _ TIENTION SMH _ .\ ' INL(N)=85808 I SL=857. TE V-858.31 /' x' r' ��. ,� � •• •• ._ INL=857.00 R DE INV= 657.75 \, , \ ✓ J / 1 8N DIAMETER - \ 8" IAMETER .� 1 `E357INV=857.00 V 'ti D r s Rir)�863 00 R- q2-PC CB 1 , r 4' �� BOTTOM=657.00 2.5 � TOP= 863.2 \ � INV= 857.8 NW NE \'1 e`F\ `RIM 862.23 `pp NI.'W)=857°63.'-,4-3250 A �� NV=857.7 SE pq 9 \ < INV=85q.07,. Uk8 dNl NNW)=857r93 y I. 70"W X 106'L X 4.5'H s INV=857 23 R-3250-A't \0 4';.=DIAMETER �Y{ "CB 91 J r f7g2-V�G t ROCP @ (� 862,23` --- 1 1185iJ1.97/ "� ,. 71 12 _ CB 506 INVv858.37, - �., 3,,-" RCP, l RCP @' I , � 050/--- RIM R-350 A=862.83 D�9 r. . % I INL=858.g2 857.00��_.' II? '"r CB 501 "-� I 48" DIAMETER 38'-12" RCP' J; 'r /' RIM=863.08---... I R-3250-A INL=856.14 INV=856-14 RO`I-862.83 \ \ q2'-12" RCP 45" DIAMETER NV=859.27 ® 0,80% - y - - 2q"-12" RCP R-3250-A 48" DIAMETER \ - -- R-3250-A I WATER QUALITY STRUCTURE s'1 30'-12' RCP I RIM=863.50 @ 0.50% _ I INL=855.gq - - - - ----- NV=855.g ----- II G,E El la WAN - O NTLITY EASEMENT NV= 856.8 S INV=656.q SE '\ CB 500 sr \ RII V1�3"" WET TAP INL=855.84 t o TO EXISTING INV=855.84 e� TOP-65q.q //NV� A 48" DIAMETER ,-N INV-855.g5 IJ NG\ g-S9C� R-3250-A , 8 2 INV=855,1 N 8s TOP=059.5 -,m TsINV=855.1 SE p C6 NV 854.1 NE -` INV=854.45 -9 `\, Nv Bs5.l SE TOP=85q.1 n NV=654.15 w NV=854.05 s ° � INV= 655.2 24"RCP s I TOP=857.5 r- ST s rzrac� sT \cSg ;INV= 853.4 N o T0 P=856.8 INV 855.4 I INV= 855.15 C6 TOP=858.7 ``. INV= 855.E N1/TERSrATE NO. 94/04 E�. I, I. PIPE MATERIALS WATERMAIN DIP CLASS 52 SANITARY SEWER PVC SDR 35 1 1 -"y---" - - STORM SEWER RCP 1T-I8° CLASS s RCP 21" CLASS 4 BAKER ASSOCIATES, INC. RCP 24"-33" CLASS 3 ARCHITECTS 2. CONTACT UTILITY SERVICE PROVIDERS FOR FIELD LOCATION OF SERVICES 72 HOURS PRIOR TO BEGINNING. 3. COORDINATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL GAS, AND 150 SOUTH FIFTH STREET COMMUNICATIONS SERVIC ES TO BUILDING. SUITE 1425 4. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PROPERTY FROM DAMAGE MINNEAPOLIS, MN 55402-1200 "--` __-s DURING UTILITY INSTALLATION. TELEPHONE: 612.330.8601 FAX: 612.339.5668 5. PIPE LENGTHS SHOWN APE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. 6. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY. MEET REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS. 7. INSTALL TRACER WIRE WITH UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENTS. 8. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF BROOKLYN CENTER STANDARDS. q. DEFLECT WATER TO MAINTAIN 18-INCH MINIMUM OUTSIDE SEPARATION AT SEWER - CROSSINGS. CENTER PIPE LENGTHS TO PROVIDE GREATEST SEPARATION BETWEEN JOINTS. 10. INSTALL IRRIGATION SLEEVES FURNISHED BY IRRIGATION CONTRACTOR. Luther o 0 II. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. Brooklyn Center 'Dealerships Brooklyn Center, MN Luther Brookdale Honda Luther Toyota City Issued CONCEPT PLAN 4 APRIL 2011 CITY SUBMITTAL 22 APRIL 2011 CITY suEWITTAL AFRIL 22, 2011 II e e 11 N kn F O R IM From Site to Finish 41111r' mlul' 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252.9077 Minneapolis, MN 55401 Web: landform.net IF THE FEADER DIRECTLY ABOVE DOES NOT CONTAIN FOU2 UNES. TINS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY. PLEASE CONTACT THE ENGMeIZ TO REQUEST ADDITIONAL DOCUMENTS. PROJECT MANAGER REVIEW BY: SES DATiLgAPRIL22,2011 wvx WS �sa . -. - ----- 1_ 2z /¢ pY� n//AI r-/ )^- Ann/T//lA/ g �� �1,1 /1/! /\/A/ I S I L L 5L J I 'S I rJ/-l%I/V / l�\..:1 /-IUU/l/U/V I I Q / nA/r-/^^C-A/n)/r-)/,^ --)n nnn/T/ten/ BM//2 �$ c� L. 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NO. 32)65T/ sOa./ye Vj A w ^ / a� I' \ \vs` w w > , �, I zl 316'55' . z 0,BRG3.S3 TV32"E f�\ �G lb 3 E ES N N 11 ('r� N I .� 11 ••qq//■■ ® t m G QBRG=533'OS'32"E 4 O \ �� m \ 2 LiI L H. " 1 a J W \ - �' € NI I -` '• \ O ?r\ \O � fi a I m � -\ � c i l 1 flr> o \\ o q� �Nm� m �I_ o �� / \ / E g 1 * RQ lasaf,t� `\, \ CS`% B� �• -i Oa 6 I \096 I _ - I L� � � l I vli \yc' o U T 'bliJ4 r N11 = Ntt I I I -INV ai3�,'iF9 nnn/T/n I r r-1 1} I Za S O s \ O O /"IL/Ll//IU/v , �ysy 1 I - I A co ,\ \ \ / j\ SEE DETAIL \\ O \� j— SETBACK IL, — i4V-ry S 'r - V 0' OR GEiF AND URA1Y EASEfENT �H ®N ®A E I o v- s,,u su \ o \ / 55* 22'27"W 57.27 / ORANAGEpND DNJTY EASEMEN Ip 6�1 IV ` Ip�_t__ I 89' S1'45'I i . T cK ' — — S89"51'45"W .- 52,228 SF FOOTPRINT I v, AWs � FA' FFE = 866.00 4,>.so i 76.98 5'45"W C cP { f \A 718 GC S 1 A v \ 770 S 73 $ V IN u 73 I f \ ,.p I� tov,.af„ R ,"r r: 91 - REALIGNED AND REDEDICATED/P� o F z ;x \ = ° RO ASEMENT EP BE bfr, 71 .A0 1 STORY BRICK BUILDING BBOf BROOKL YN BL l9. ��� O y' $� 55'2 \ t ~, I (I ❑ \ I /"'"`.... ,,aye sr, 5Q� �'� c� `�TOYOTA n 0��n9s,��� � ov �9 52,140 SF FOOTPPOVT 5- FFE = 866.00 Ii \ o V I A /� �� A I _ ' / ❑ o x Sri 5 E I � s 1I .^. y 4`. \ ILL V, u .v V \ _IV Co o I t \ \\ I Lcry I IV &04 ACRES , � r ., 3ANTN2Y SE 35OJ3 . EAscecMr vcuo . rpJ- f X i TF. _ ------�399565--.—......- - - -• t `\ t r� , . ma's \ 131 j VV I � C - S c O J \ DETAIL �'S a�er�y v I 'l,\ i 2< e &STV, S ` \' 1\3u,S 61 iz'ecv s1 s % C"` ��g,�i����{� \. A�2� \ P `, '' ✓✓' �1 N NV' 7, n ::Qc3 7CIO \\\ N4` Esb 7.f:r ip V 5 ! a N,,Y/rl. 8951'45"E j16.44 i \ NOT TAIJGENT\ •. '.,. \ O -� I Z I I �\ �� ry V A Z� v 162 '7` I � Tp�0�j. A V \ \ I \\ Iwo• �9S �s� / �I, srNORTH 6�- NOSCALE \ \ \ / / •tt _ � I t ' _ - s\ . Y' U' 25' BUILDING SETBACK 1 - .'Azy Host s' —I I — OF LOT L K. L VEL@ e uTDTY EAgENp��D(/NOG�TBACK- / 5HR6TjSEE'-EdSEfiL''i1"1DE7RLT— — — — — +�� t'\ \ �p�� _.� ' ❑ 10 ORM}AGE AW UrLJTY EASE i it 4q'�s o ❑ S89057'45"W 214.59 = = vo.ssc y s' a per til prn za¢cv it \ 1TOF05 p sr s ....tz"09 51 / • IN r ,1,4 L BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 55402-1200 TELEPHONE: 612.3M.8601 FAX: 612.339.56% LOTS I AND 2, BLOCK I, BRI MAR ADDITION AND LOT I, BLOCK I, CHRYSLER REALTY ADDITION ALL ACCORDING TO THE RECORDED PLATS THEREOF, HENNEPIN COUNTY, MINNESOTA. NOTE: PORTIONS OF THE ABOVE DESCRIBED PROPERTY ARE REGISTERED PROPERTY. THAT PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 52, HENNEPIN COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF SAID LOT 3, 289.74 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD WHICH POINT IS MARKED BY A JUDICIAL LANDMARK; THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID Luther O o COUNTY ROAD A DISTANCE OF 601.36 FEET, FOR THE POINT OF COMMENCEMENT OF THE LAND TO BE HEREINAFTER DESCRIBED; THENCE CONTINUING WEST PARALLEL WITH THE Brooklyn Center CENTER LINE OF SAID COUNTY ROAD, 150.357 FEET; THENCE NORTH PARALLEL WITH THE _ EAST LINE OF SAID LOT 3TO THE CENTER LINE OF SAID COUNTY ROAD, TREATING THE SAID CENTER LINE OF THE COUNTY ROAD AS THE NORTH LINE OF SAID LOT 3; THENCE Dealerships EAST ALONG THE (CENTER LINE OF SAID COUNTY ROAD TO ITS INTERSECTION WITH A LINE RUNNING NORTHERLY AND PARALLEL WITH THE EAST LINE OF SAID LOT FROM THE POINT OF COMMENCEMENTOF THE LAND DESCRIBED HEREIN; THENCE SOUTH ALONG THE LAST Brooklyn Center MN MENTIONED PARALLEL LINE TO THE POINT OF COMMENCEMENT OF THE LAND DESCRIBED y HEREIN. AND 7 (PER CERTIFICATE OF TITLE NO. 12Ig7OI) Luther THAT PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 25, HENNEPIN COUNTY, MINN. DESCRIBED Brookdale Honda AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF SAID LOT 3, 28q.74 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 451.02 FEET TO A POINT TAKEN AS AND FOR THE POINT OF BEGINNING OF THE PROPERTY HEREBY CONVEYED, THENCE WEST PARALLEL WITH THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 150.34 FEET, Luther Toyota City THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID LOT 3 TO THE CENTER LINE OF SAID COUNTY ROAD TREATING THE SAID CENTER LINE OF COUNTY ROAD AS THE NORTH LINE OF SAID LOT 3 THENCE EAST ALONG THE CENTER LINE OF SAID COUNTY ROAD A DISTANCE OF 150.34 FEET, THENCE SOUTH TO THE POINT TAKEN AS AND FOR THE PLACE OF BEGINNING OF THE PROPERTY HEREBY CONVEYED. - Issued - • • • e '1211 LL=CONCEPT PLAN 4 AFRIL 2011 LOTS I, 2, AND 3, BLOCK 1, BRI MAR 2nd ADDITION CITY 5U5MITTAL 22 AFRIL 2011 HENNEPIN COUNTY, MINNESOTA BACKGROUND INFORMATION SHOWN IS FROM SURVEY BY SUNDE LAND SURVEYING, BLOOMINGTON, MINNESOTA, ON MAY, 2q, 2008, EXPRESSLY FOR THIS PROJECT; CITY OF BROOKLYN CENTER, MINNESOTA RECORD DRAWINGS; AND UTILITY SERVICE PROVIDERS. LA14DPOIZM OFFERS NO WARRANTY, EXPRESSED OR WRITTEN, FOR INFORMATION PROVIDED BY OTHERS. EXISTING PROJECT CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING CON5TRUCTION. ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE - REPORTED TO THE OWNER. WE (PER CITY OF BROOKLYN CENTER ENGINEERING DEPARTMENT) TOP OF TOP NUT OF FIRE HYDRANT WEST SIDE OF BROOKLYN BOULEVARD, AT LUTHER CHEVROLET. ELEVATION = 567.32 FEET (PER THE CITY OF BROOKLYN CENTER). PROPERTY IS ZONED: C2 - COMMERCE DISTRICT BUILDING SETBACKS: FRONT = 35 FEET SIDE INTERIOR = IO FEET REAR = 40 FEET CORNER = 25 FEET PARKING SETBACK INFORMATION IS AS FOLLOWS: FRONT = 15 FT, REAR = 35 FT. CORNER = 15 FT EXISTING LOT I, BLOCK I, CHRYSLER REALTY APPMON: 54,560 SF (1.26 AC) LOT I, BLOCK I, BRI MAR ADDITION: 27q,cI68 SF (6.43 AC) LOT 2, BLOCK I, BRI MAR ADDITION: 305,172 SF (TOO AC) PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 25. 43,478 SF (1.00 AC) PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 25. 43,474 SF (1.00 AC) TOTAL: 726,g52 SF (16.6q) DEDICATED TO CITY q,g67 SF OF PART OF LOT 3, AUDITOR'S SUBDIVISION NO. 25 FM PROPOSED LOT I, BLOCK I, BRI MAR 2ND ADDITION: 54,086 SF (1.24 AC) LOT 2, BLOCK I, BRI MAR 2ND ADDITION: 312,770 SF (7.16 AC) LOT 3, BLOCK I, BRI MAR 2ND ADDITION: 350,130 SF (8.04 AC) TOTAL: 716,cI86 SF (16.46 AC) CITY 5U13MITTAL APR I L 229, 2011 III I^^„4 [° lu' F O R M From Site to Finish 111111 NIIII 31II11 NIT'+' 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252.9077 Minneapolis, MN 55401 Web: landform.net IF THE FEARER DRECTLY ABOVE DOES NOT CONTAIN FOUR LINES, TR5 SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY. 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ANY DEVIATION FROM THIS PLAN OR USE OF LUMINAIRES OTHER THAN THOSE SPECIFIED BY LIGHTING FUNADAMENTALS, LLC. WILL REQUIRE SUBMITTAL OF A LIGHTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. THESE CALCULATIONS ARE NOT VALID FOR OWNER OR CITY APPROVAL USING ANY "NON -LIGHTING FUNADAMENTALS, LLC. REPRESENTED PRODUCT" OR FIXTURE NOT SHOWN ON THIS PLAN. FIXTURES MUST BE PROVIDED BY LIGHTING FUNADAMENTALS, LLC. 4. LAYOUT PREPARED BY LIGHTING FUNDAMENTALS, _LC. 5. MAXIMUM LUMINAIRE HEIGHT TO BE 24' FROM GROUND, 6. TEMPORARY STREET SIGNS, LIGHTING, AND ADDRESSES SHALL Be PROVIDED DURING CONSTRUCTION. 7. CONCRETE BASE AND FOOTING TO BE DESIGNED BY STRUCTURAL OR TECHNICAL ENGINEER. COORDINATE WITH LIGHTING SUPPLIER TO ENSURE MOUNTING BRACKETS ARE PROPERLY COORDINATED. 1777=7­7- y. a , s r• RAYS OF LIGHT SHALL NOT PASS BEYOND THE PROPERTY LINES OF THE PREMISES UTILIZING SUCH ILLUMINATION AT AN INTENSITY GREATER THAN THREE FOOTCANDLES MEASURED AT PROPERTY LINES ABUTTING RESIDENTIALLY ZONED PROPERTY, OR 10 FOOTCANDLES MEASURED AT PROPERTY LINES ABUTTING STREET RIGHT-OF-WAY OR NONRESIDENTIALLY ZONED PROPERTY 77 SYMBOL QTY LABEL ARRANGEMENT TOTAL LAMPLLF LUMENS DESCRIPTION 31 AA TWIN 52000 0.500 VISIONAIRE # POL 2 T4AL-75OP5-1_5 LIGHT SHIELD 44 BB BACK -BACK 82000 0.800 VISIONAIRE POL-2-T5AL-750PS-VLFG-SEC BACK TO BACK AT 24FT I CC SINGLE 82000 0.800 VISIONAIRE #POL-2-T3AL-75OPS-VLFG SINGLE AT 24FT CALCULATIONS BY: CHARLIE LEAVITT, LC, MIES LIGHTING FUNDAMENTALS, LLC PO BOX 50627 MENDOTA, MN 55150-0877 LIGHTINGFUNDAMENTALS ®GMAIL.COM P I if ,� +t -," - .94 •�. •°e BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 55402-1-200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 Luther Bpprookdale Honda CAL Luther Toyota City Issued CONCEPT PLAN 4 APRIL 2011 CITY SUBMITTAL 22 APRIL 2011 CITY OU13MITTAL APRIL 22, 2011 • 0 \ � 0 n_ of"'1i111 1I,IIIIl lllil F O R M From Site to Finish 411 e" IIII@' 41111W 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252.9077 Minneapolis, MN 55401 Web: landforrn.net IF THE KAMP DRECTLY ABOVE DOES NOT CONTAIN FOUR LINES, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY. PLEASE CONTACT he ENCM£R TO REQUEST ADDITIONAL DOCU'ENTS. PROJECT MANAGER REVIEW BY: SES DATE:gIAPRIL 22, 2011 11wK1_1 Sheet TRe PNOTOMETRICS Sheet Number Scale I" 50' Date 04-22-II E-201 Comm No 5AA11032 02011 E 1] C M 5 1 I 2 I 3 I 4 I 6 A BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOI.IS, MN 5.5402-1200 TEI PHONE: 612.339.8601 FAX: 612.339.5668 A LB' ' 8 '2-3 ll2W-0M N E T T T T T 208'-3 W 39'-6 1R' 14'-4' 31'-0' 13'-1 V2' 21'-4 In' I 34'-1' 13'-4' 39'-0' 39'-0 42'-0' 13'-0. M4 O O Brookdale Honda 1 -0 - - - - - - - - - - - - - - - - - - - - - - - - Broo Par /...........T 10 e I -� --- i-�- __ _ I I I I I I I v I s I I 1 k Saleb._< 9 2....,, Managers 1 I'..... use r10613I -- -- I I I m I 1m5 oa D 0 oa VN 1 ' >Now Car 1 a 1� rt n tma _< 5'-0' L5,-10' '-4' h'-0' b'-4' 2b,_ �. �,_b. �,_0. ._0. fo._O. ,_0. ��_ ,-0. 10,_m. ,_0. 10,_0. 4,_0. _0. \ ✓'x � I Stair \ 'Y. ------- ip w P' 0 a 0 0 0 0 0 0 0 0 0 > 1 Starr v 1b���� Nall I II ' W'B p ICE I Car Wash II II II II II C ® 1 storage rts Deejt _ _ 0 Tech �* 1513 114G 113i3 to 9 's 1 116G J - ® Libra i �, sy II III II >D b I I 15� 11 I I r I� II 11 �1 /.0 r4ls ner,t 1 11 0/.. p.1 — — — — — — — — — — — — — JanRar 155 Gar Wash 1 / Ilb 115 1I4 113 \ LIP ..... . II 13 11 it - II II II 11 11 II 11 I � .. ;: ii Lobby I I I ® II II 11 II beet = ts 0" / Pax I ® 1j I I I I 1 A \ �' 12 II 29 30 31 32 33 34 \ 11 11 11 11 11 m 0 I I _ 11� ---- - - - - - - - - - - - - 1 II I - - > s 3000 sF Y 45• FBI II s Z Toole � ..i / - - Its 1 I 1 \ JG C II 11 11 II ?, Showroom _� Lockers F_ I.1a11 0 1Y� Part I I �3 \ 1 1 \ 104 OFflco 123 118 L J Storage lasstroom 54 Stair \ tr4 - I 0 ; - 0 Fd 0 -J Nil L J m 2. iy 1 II f:..' - (34 total) - 120 Q a r I — 1445 II II 11 II II 11 1 a% - - \� 10 > -- Q 1: - 1 I I �e J � �� 7 , 125 Mull _ ; 6 25 23 — ---- --- — — Di 25 �m's a - Men'e 28 21 2 u l 6 , "-"�. 139 2etaT1 ' I+ Nall / 1 p _ - Stair Parts10 r III oo V II ? "•: General 9 r Manager II m Yee 12b12 1 S I I ® r I0 - -- - - —-� - -.. vending Ma126 nager I I I 12 13T r 144- X ® \\ (a11 Recq�tTon 121G 122 - f -If —I - - - - - - - — - - - �� �J �J e 11 13 - ��- - - - -.... - - _-_-_.----- -, Ste m \\ Sales W s — z " a 16 rI I8 19 20 21 22 ¢ rr Managers a %t,. I Internet. — — Cafo 0 ... _ Ofilos SalesfW p Retarl ts C------------------- 2 0 W ashrer ,y S Parts 1 135 115 / 11� �_..."_ o I o I I1 1 d I I ra . - - ..-.. 13ustness CerM.er �- Shop Q>, 132 uiarranty /I, 130 ( ptepatoh ® 15213 Flo 15 H .13 j Ij 1p `s t- II Info Corner 0 �/"�• '.i tw f '- �r �,s'' w Trash w 1 € :: B 152 x Seryc(ce 152C K� y . - Manager — 1 — Service Wrttere I I I Y e f33 �e 141 141 II 11 5 Stai0�,_®. 0LIVA-0 Im,_0. -m 10,_0. �,_®. ,_4. 1_4. — — -- — — — m II II II 133 I L I LI I 15 14 13 12 11 IV 9 9 �� �� l ill II Y 11 ® 1I III11 I II II III I I 1 1.: I 1 ( 1I 11 II III t.- ..... 9 0 LILJI ® r 11II11 1 ;o II II III I Service I 1 Uttte-up Ifl I I I I II II II 134 U U U --- 1 2 3 4 5 b T BL-- � IIIIII Q LILIl 11IIIII I I I I I I j II 11 11 1 11IIIII e ue�'ty � I I �r 11 II II 1 1 1 1 1 - rr I I I 's ILL I nl II II II 134E I134C 20 _ m 1 20'_0. 20._0. 11 4. 1 1 1 61'-11 In' 13'-4' 391_0• 39'-0. 42'-0' 13'-m' 223'-T' D E F H J K L M N NORTH �1 drat Floor Plan 3/32' a 1'-®' 1 I 2 I 3 I 4 I 5 6 New Facility Issued: C 1.1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duty licensed ARCHITECT under the laws of the state of MINNESOTA Jonathan D. Baker A Date: Reg No: xx/xx/xxxx 19289 Sheet Title First Floor Plan Silks 3/32'•I'-0' Sheet Number Date 04-22-20" A-1 01 Comm No 2486 © 2011 I— E D C 1 I 2 I 3 I 4 I 5 I 6 6'-3 V2' 61'-11 1/Y 13'-4' 39'-0' 39'-0' 42'-0' 13'-0' 223'-1• - -----. _ __ __ --- --- _. _ - ____.. L A BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 5.54W-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5665 E O ISU11y111511 0 Brookdale Honda Brooklyn Park, MN New Facility Issued: D Cia IC I hereby certify that this plan, specilication or report was prepared by me or under my direct supervislon and that I am a duty licensed ARCHITECT under the laws of the state of MINNESOTA Jonathan D. Baker A Date: Reg No: XJCIXX/XXXX 19Z89 Sheet Title Second door Plan Scale 3/321•1'-0' Sheet Number Date 04M.2011 e — 0 2 Comm No 2486 /�l © 2011 F E REZA `= 0 13d -S TOP of441321-2. pica Top of panel Top of panel C rib -10. — `Y Top of prate top of preen B F41 1 I 2 I 3 T Exterior Plnieh Key - I 34 Anod alunTnm Kamm: Omar anodized aluminum Top of pieces! AC-1: Alm composite parole,'Etirise Sinter Metallic' AC-2. Alum composite panels, 'Honda Blue' (match 1=M5 2W=) ra — Top of pampa! EIPB& Digvit 'Honda Natural ahte' (matdes precast panels) >ZI 6'_�' _ I — kroulated precast pulelsi Int%al��jJ colored to match Dryvit 'Honda Natural Oft*' Tap�of precast ' Jatar wesFead' finish to 2' Aft (hetrhed Brae) I Sandblast' finish above. prermfahed solid panel doom, frames, bollards a overhead doors: Fmlah to match V ®. swum ulham 'polar white' S111 3 — Prof nished glees panel overhead doors: clear anodized alum frames Top oP preraat Profm wi-ad metal cap flashing I ocuppam matews adjacent alum composite Illuminated sign by others panels • AC-1 and AC-2 and pror nlahed 'meta' a precast panels (provide power) Sea A-601 for additional finish deelgnations Insulated procast pawls—,,, -sandblast 1' Insul glazing In anod aim frames Insulated precast panels -water washed Grade Cars illuminated sign by others (provide power) A" LIP] Insulated precast panele-water washed I' lnsul glazing in arod alum frames wall mourited exterior h#Aing COME FF TIF 5 OTNED 0 1 II II I II 1 1 0 Illuminated sign bg others 19 (provide power) Piefinished metal cap flashing EPS over stl stud framing Aluminum composite panels (AC-1) -Insulated precast corn rate panels -sandblast Illuminated Broader board' — sign by others Prormiahed overhead doors at Insulated glazing Painted steel carom (P-2) 6'x6' Coro filled painted steel bollards West EjevatTon -water washed North EjeyatTon bolleide ��� 3/32'■1'-0' bolards �� _. �� - • •� Frp 3/32'.V-0. Cj T I�Top of parapet 124�Top of precast _ 11901 Top of precast Wall mounted exterior lighting Illuminated sign by others (provide power) Imes'-V ItI Elevauu _ I32'-2' cf paraa� trap of parap—eta 12W-Ins' I of precast T 12� of protect eel canopy (P-2) aluminum panels (AC-2) mposite panels IIDm'-m' .I_ Grade 12d'-m rh precast Y precast r1or Irghtmg painted steel panels im'' l l 134'8'� precast Itl BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 5.5402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 E O I�l:1ly.IlI�SIJ O O Brookdale Honda Brooklyn Park, MN 0 C 124'- `Y B pretest 'r 119 O, precast metal cap flashing beast concrete Sblast d exterior lightN recast panels ad 1IDID'-ID Grade New Facility Issued: I hereby cadtly that this plan, spwfflcatbn a report was prepared by me or under my direct supervision and that I am a duty licensed ARCHITECT under the laws of the state of MINNESOTA Jonathan D. Baku A Date: Reg No: xx/xx/xxxx 19289 Sheet Title Exterior Elevations 1 I 2 I 3 I 4 I 5 � I Ip Sheet Number Scaly 3/32'•1'-ID' Date 0.4222011 a-201 Comm No 2486 © 2011 I 5 M L BA BAKER ASSOCIATES, INC. ARCHITECTS 14 16 Il 18 1 5' '-31l1' 10-0' 10'-0' -0' 10'-0' 10'-0'L 1i'-0' L 20-0' '-9 I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I c I I I Service - W to -up 1 fi I I I I I I I ------------------- — — — — — — — — — —--------------------------------- I I % D5 _ Bus,rtess Center Fireplace I S I I 0 �� �O n Service 3'-0 4-_0• 3'_0• Advisor*l 0 I tiff 0 ULU -- ------------ Customer Lou I r LJ I o ®�] 0 �I Customer r Retailscr LJ oWork a� Sho uroom Lounge 0O� ' I CRP HD Flee Area ® ��� _® ® care -- ®® 6- -i I LJ LJL JLJ r JanBtor veridliC^9 Bout, ue de Parts MT � "G — F I I 2 � � ubmat _ '. �::::.:? • Lockers �_ Men ® I Farts , i, Tech Lib — _ Mgr sFlouroom < I Genxal __ Bullpen BullpenC, LCI tunagffs I ® I I I - — II--�—I I I ® --_A Parts Ii I I TA 3,4008f I I Parts L---J F 1 1 y, ® p' A) AUaW (5) (c) (r=) (F) (G) (i 2 I 3 L M N P I I I I I I I I I I I I I I I I I I I I L------i -----J L------- I ut,hty I I I 7 I I 36 35 34 33 I 32 31 30 /29 13 �— I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------ r---- 21 22I 23 24 251 26 21128 III I I TFesh — — — — — — — — R>00<le — — — — I I I A I I n — o— ——1- —��9 20 19 I8 Tt f6 I 15 14 13 I I r--]I r--� r--i IF — a Etb I I I I I I I � I 36 I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 12 tl 10 9 8 1 TIT 3`a. 11 L LIB �, 8• . --h— — — --t-- — — — — I — — — — 15 /). 0. I I � 49, I Tool Roan ¢• zrli=�=Gp Detect II Equipment Car sh Car Wash —'k — 1421 _- 1 7 F------7 --7 7 r----- 1 ill i li ill ill i i I I I I I I I I I I I I I - r - s;8• I a. eta. I I 23 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN &5402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 E y, i 0 0 Toyota City Brooklyn Blvd, Brooklyn Park, MN New Facility 0 X 1.1 Issued I hereby codify that this plan, specification or report was ,, — — — — r — — — — — — — — — 26 prepared by me or under my direct supervision and that I am a duly licensed ARCHITECT under the laws of the state of MINNESOTA Jonathan D. Baker 113'-0' A Date: Reg No: XX/XX/XXXX Imes Sheet Title First Floor Plan Scale 3/32'.1'-0' Shest Number Date 04M/2011 A —101 Comm No 2525 /� © 2010 4 I 5 I 6 F E 1 C WE 1 I 2 I 3 I 4 I 5 I 6 L BA BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN-N5402-1200 TELEPHONE: 612.339.8601 FAX: 612.339.5668 E L'�:lultlytl 0 0 Toyota City Brooklyn Blvd, Brooklyn Park, MN New Facility Issued: Vol A 0 I hereby certify that this plan, specification a report was prepared by me or under my direct supervision and that I am a duty licensed ARCHITECT under the laws or the state of MINNESOTA Jonathan D. Baker A Date: Reg No: XX/XX/XXXX Imm Sheet Title Second Floor Plan Sheet Number Scale - 3/32'�1'-0' Date /34/2®tl e . 102 Comm No 2525 / l © 2010 1 I 2 I 3 I 4 I 5 I 6 I I 1 TA. Preeesi �119,-I®' 7� A-Prxasi Prefmished metal cap flashing Insulated protest parole-sercblest Wall routed exterior lighting, tV &eaWne Door' Alulninns w/ polycarbmate glazing rpow Coro filled painted steal bollards Insulated precast parels-water sashed Imo-0• MM 1 2 Exterior Finish Kay � 123�-100 _ ETA FC Annod aWnwin Raman. Clear arodized alummurl AC -In Alum composite panels, LP CW223xL, M eeaflon 119 FC MfiIPJCs, 'Toyota Silver wM1Ct4DE0080 clear AC-2: Alum composite parol24�XL e, tfiC; , Magaflon MC4M 'Toyota Red' wAM1000000 clear AC-3: Alum composite panels, 1.11-COO239kL, Magaflan MC40G, 'Toyota 51acW wM1C108008m clear EIF& PWt Natural Wine' (watches precast panels) Insulated precast panels: Integrally colored to match Dryvft Naval Witte' Water washed' fetish to 2' AFF (hatched area) 4 5artcblast fmfsh above- Preflnfehed solid panel doors, Frames, bollards 4 overhead doors: Flydeh to match 8 wWh 11111hams 'Polar white' %WM3 ProWshed glass panel overhead doom: clear anodized An Frames PreftTa aid metal cap riast" 4 sappers, matohes adjacent alum composite parole a AC -I and prefmfehod Wifte' • precast parole See A-601 for additional finish designations 0 C3 0 I-i W 0 C 1.1 4 2" 7 it EIFS to match precast concrete panels 111um1hated letters provide blookfig 4 power as recl'd 131, ION Preffntehed eaten cap flashing.. - . ' ....: ..: .: Aluminum composite panels (AC-2) Insulated precast panels-sandbla Aluminum composite panels (Ac-V I I I ® SOME E3 65r6' Cone filled painted atI bollards, tgz overhand doors w/ Insulated glazing Wall moulted exterior hghtmg, typ- Irsulatad precast panels -water washed T Iti 13 f -Im TA- Precast 0 65W' Cone ruled painted steel ' bollard, ty)a. Overhead doors w/ Insulated gang Wall moulted adericr lighting, typ. Insulated precast panels -water washed 1' Insulated glazing in anodimd— alnfr n Frames 5 I 6 14 16 17 20 Aluminum cam fte 24 25 panels (AC-' ) Prefmished metal cap Mashing EM to match precast concrete pane -77 lum composite parole AC- I I I I O OTIA C IT Y1I I top of Insulated precast parels--� -water washed Free-standing Trarolucent illustrated panels 4' Core arrb a portal West Elevation Alum composlte panels Art refill bum mulls 2 =1 locatidlb 3/32 ° ■ °-!a° to insulated 91" in anodized alummum Frames .�orth Elevation va 3/321■i'-0' mwkted precast parels -octet clash had Rae-etar4" Transhucernt— Ifu rkmted panels 4' Cow curb Is portal—� 1' lsulated glazing in arodimd almhm Frames T T T T T T T T y PTI r- Elr!.9 �' cap flashing concrete rror lighting panels aa� BAKER ASSOCIATES, INC. ARCHITECTS 150 SOUTH FIFTH STREET SUITE 1425 MINNEAPOLIS, MN 5,5402-1209 TELEPHONE: 612.339.8661 FAX: 612.339.5668 E O (0 Toyota City Brooklyn Blvd, Brooklyn Park, MN IC W. New Facility Issued: I hereby mrtify that this plan, speciticatbn or report was prepared by me or under my direct supervision and mint I am a duty licensed ARCHITECT under the taws of the state of MINNESOTA Jonathan D. Baker i A Date: Reg No: XX/XX/XXXX iwos Sheet Title I I Exterior Elevations Sheet Number Scale 3/3Z'si'-0' Date 042U1 a-201 Ceram No 2525 !l © 2010 1 I 2 I 3 I 4 I 5 I 6 I