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VICINITY MAP <br />SCALE: NOT TO SCALE <br />BACKFILL W/ NEW <br />GOOD QUALITY <br />TOPSOIL & SEED <br />NEW <br />BITUMINOUS <br />PAVEMENT <br />EXISTING <br />SUBGRADE SOIL <br />CLASS 5 <br />BASE <br />AGGREGATE <br />B6 -12 CONCRETE CURB DETAIL <br />NOT TO SCALE <br />8' <br />ON STALLS ADJACENT <br />TO 8' -0" AISLES ONLY <br />ACCESSIBLE PARKING SIGN <br />SCALE: 1' <br />13' -4' <br />b <br />rdlr.drt1GLIAKIPIPIGICIPIEW .040 <br />�99/I <br />S COMPACTED CLASS 5ABA \1 <br />BARS 0 1 W/ 0 VERT. BEN DOWELS, INTO FTG <br />L <br />J <br />.. CONCRETE <br />APRON <br />0 <br />0 <br />0 <br />INVERTED LINTEL BLOCK <br />TOP COURSE <br />8' CONE BLK PAINT <br />TO MATCH BUILDING <br />R U S S I A N B A P T I S T C H U R C H <br />ACCESSIBLE CURB CUT <br />SCALE: 1/8" - 1' -0" <br />HINGE BY GATE <br />SUPPLIER <br />VERT. CEDAR GATE W/ CEDAR <br />LATCH 12•-0" WIDE x 5' -6" HIGH <br />CONCRETE SLAB <br />AND APRON <br />12'x16' CONC. FTG. <br />W /(2) /5'a CONT. <br />TRASH ENCLOSURE PLAN AND ELEVATIONS <br />5 "11 STEEL BOLLARD <br />GROUTED SOUO IN BLOCK <br />CORE FOR GATE IACUNTING <br />I <br />SCALE: 1/4" - 1' -0" <br />W LINE OF THE 5W1/4 OF THE SW1 /4 -_) <br />OF SEC. 31,7.31,9,22 <br />et0 <br />�01m <br />5 8829'53' E <br />340.00 <br />DRAINFIELDU <br />EXPANS1011 <br />h - -I� <br />I SECONDARY) <br />PARKING % I II Y DRAINFIELf) <br />SETBACK I II' <br />6' -0" HIGH <br />OPAQUE FENCE <br />0' ETB 0' L <br />BLp . ;ACK4, <br />I o2 I 1 PROPOSED BUILDING <br />I e i I 1 15,497 S.F. <br />II I___3.LEYEL5 __ i <br />1 ion I <br />gg1, D ICON <br />EWiK <br />1- ■ <br />7 <br />f- r-r -T- I- rr-r -1 -I-r T-) <br />1 1 1( 1 1 1 1 1 1 it 1 <br />I I I 1 1 1 1 1 1 1 11 I - -� <br />r- PARKING FOR <br />1-- - <br />L - <br />TRASH ENCLOSURE <br />SEE 4/61 r- <br />I <br />U.C. WATER RESEVOIR <br />Fr, SPRINKLER SYSTEM <br />VERIFY SIZE AND LOC'N <br />W/ SPRINKLER CONTRACTOR <br />I FUTURE I <br />EXPANSION <br />CONC. STOOP 1 <br />SEE STRUCT. <br />120 -0 <br />113.10 <br />N 8829 53" <br />6' -0' HIGH <br />OPAQUE FENCE <br />PROPOSED WELL <br />LOCATION VERIFY <br />W/ CONTRACTOR <br />5' -0' <br />PARKING <br />SETBACK <br />gin <br />HO <br />C O M M E R C I A L P L A N R E V I E W <br />F O R C O D E C O M P L I A N C E <br />A. GENERAL INFORMATION <br />Project Nonw Russian Baptist Church <br />Project Location Lino Lakes, Minnesota <br />Lot Size 4,61 Acres 200,786 el. <br />Zoning And Land Use Rural District (C.P.U.) <br />Had Surface Coverage 48,926 &I.1205786 s.1. - 24.48 <br />Cram Space Coverage 151.860 &l./200,786 It - 75.6X <br />Beading Coverage 7,436 1.1/200.786 et. - 178 <br />B. APPLICABLE CODES: <br />1. Uniform Building Code <br />2. LFno Lakes Zong Ordnance <br />3. Minnesota Stole Building Code <br />4. Minnesota Disabilities Code <br />5. Minnesota Plumbing Code <br />& Minnesota Dectecal code NEC <br />7. Minnesota Energy Conservation Code <br />& Uniform Fire Cod. <br />9. Minnesota Fire Code <br />10. Minnesota N.V.A.C. & R. Coda <br />11. Uniform Mechanical Code <br />12. Orator Safely Code <br />OCCUPANCY GROUP <br />Church - 15487 et (UBC 304) Croup A2.1 <br />1 <br />C. <br />D. <br />E. <br />F. <br />1997 Edition (UBC 1997) <br />Current Edition <br />1998 Edition <br />1999 Edition <br />1998 Edition <br />1999 Edition <br />1999 -2000 Edition <br />1997 Edition <br />1998 Edition <br />1998 Edition <br />1991 Edition <br />1999 Edition <br />TYPE OF CONSTRUCTION <br />A2.1 Type V 1 Flour <br />Fully sprinklered in compliance with UBC standard 9 -1 and 9 -2 <br />(Sprinkler Concealed Spaces) <br />BUILDING AREA. HEIGHT <br />Total Square Feel: 7,436 :f. + 1,062 el. Upper Leval - 8,498 s.l. nth 6,989 A.E. Bolem <br />ALLOWABLE HEIGHT AND BUILDING AREA <br />4. Allowable Height (UBC 505, 506, Tone 5-21) 50' -0" 2 Stories <br />2. Proposed. Height - 45' -0" - 0 Steeple <br />3. Allowable Area - A2.1 Type V I Hour <br />10,500 S.F. x Seporolbn (UBC 505) 4 sides 1008 - 21,000 SF. <br />21,000 S.F. + Multi Slay Approved Sprn4r System (UBC 505.3) 2008 - 42,000 S.F. <br />4. Area Check - 8,498/42,000 - 20.28<1005 <br />G. OCCUPANCY SEPARATION (UBC 302.4) <br />Not Required <br />H. AREA SEPARATION (UBC 504.6.4) <br />Not Required <br />I. FIRE RESISTIVE RATINGS (UBC TABLE 6 -A) <br />1. Exterior Bearing VCRs <br />2. Interior Bearing Walls <br />3. Exterior Non- bearing Walls <br />4. Structural Frame <br />5. Permanent Partitions <br />& Shalt Eodosure <br />7. Floors And Flow Ceilings <br />& Roofs and Roof Ceilings <br />A Exterior Doss And Windows <br />Hour <br />Hour <br />Hour <br />Han <br />Hour <br />Hour <br />Hour <br />Hour <br />Nat Permitted Less Thin <br />5 Feel, Protected Less Than <br />10 Feet. <br />J. OCCUPANCY LOAD (UBC TABLE 10 -A) <br />Sooting Capacity - 375 Occupant Load - 713 0 Staled On Floc Plan <br />K. EXITING <br />1. Number Of Exits (UBC 1004.2.3) <br />71341,000 Occupants - 3 Required, 4 Provided <br />2. Dnlonce To Exits UBC 1004.2.5) <br />Less Than 250' -0 <br />3. Corridor 99dth (UBC 1004.3.4) <br />44' At Occupancy Load Create Than 49 <br />4. Arrangement Of Exits (UBC 1004.2.4) <br />Not Less Than 1/2 Diagonal Overall Building Dimension. <br />5. Exit Width (UDC 1003.2.3) <br />Min. Dew Width 32" Per Door <br />& Door W1dlh (UBC 1003.3.1.3) <br />M Exit Doors An Min. 3' -0" In Width <br />7. Door 5wi1g (UBC 1003.3.1.5) <br />Dacca Swing Out %bee Rewired <br />& Type Of Lock Or Latch (Dec 1003.11.8) <br />Openable From Inside Without Use Of A Key. <br />9. Exit Or Exit Access Doors Shull Not Be Provided <br />Win A Lolch Or Lock Unless It Is Panic Hardware (10072.5) <br />10. Manually Operated Edge - Or - Surface - Mounted <br />Flush Bolls And Surface Beets Or My Device Used <br />1. OTHER <br />t. <br />Building le Access&le <br />2. Roof Access (MSBC 1300.4500) <br />Not Required <br />3 Roof Hatch (MSBC 1300.4500) <br />Not Required <br />4. Draft Stops (UBC 708.3) <br />Required See Ron For Notes And Location <br />5. Recycling Space - Exter'wr Trash Entlosure <br />& M Approved Fre Alorm System Sho9 Be Installed (U.B.C. 303.9) <br />7. Au4ale And Visual Alarm Shall Be Provided (M.SB.C. 1341.0472) <br />PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) <br />Required Provided <br />5 -0' PKG. <br />SETBACK <br />°i JoPP ANOKA CO. HWY. 9 -0- PLAT NO. 48 <br />I <br />M. <br />Based On Oavponls <br />I. Water Closets 2 4 <br />2. Urinals - - <br />3 Lavatories 1 2 <br />4. Fountains 1 <br />5. Service 5141 1 <br />N. PARKING <br />1. Church: 375 Seats 0 1/4 Seals <br />2. Told Parking Required <br />E10.1114 <br />CU <br />CURB <br />41441 <br />94 Spaces <br />94 Spaces <br />1 Told Parkin Provided <br />Stall Size <br />Striping - 4' White Stripes <br />AVEMENT DESIGN: <br />I. M Parking Areas <br />1 1/2" Bituminous 9/ear Course MN. D.O.T. 2331 T. 41 <br />2" Bituminous Lender Course MN. D.O.T. 2331 Type 31 <br />6' Compacted Coss 5 Bose MN. D.O.T. 3138 <br />2. Verify MTh Existing Soil Conditions And Adjust Accordingly <br />ASH STREET (C.S.A.H. NO. 32) 1 <br />227.00 <br />14 8829'53' W <br />5. UNE OF THE SW1/4 OF THE <br />SW1 /4 OF SEC. 31 7.31 817 <br />ANOKA CO. MONUMENT <br />AT THE SW CORNER OF <br />SEC. 31 <br />SITE PLAN <br />SCALE: 1" - 40' -0" <br />NORTH <br />99 Spaces <br />Se X 18" Stalls <br />L A M P E R T <br />ARCHITECTS <br />13837 NE Uncoln Street - <br />Ham Lake, MN 55304 1 11 <br />PhoneO63.755.1211 Fore763.757.2e4e <br />lemver101omo 1- areh.oem <br />ARCHITECT CERTIFICATION: <br />1 HERESY CERTIFY THAT THIS RAN. <br />OPEOVICAbON CR REPORT WAS <br />PREPARED BY ME OR UNDER 4Y DIRECT <br />SUPERVISION AND MAT 1 A4 A DUCE <br />LICENSED ARCHITECT UNDER THE <br />LARS OF 1HE STATE OF 44NNES0TA <br />wa1AILK <br />LEONARD LAMPERT <br />PINT OINK <br />OAR <br />V <br />8 5 <br />c V <br />CA <br />a) m <br />O Z <br />0 <br />V / <br />Lino Lakes, Minnesota <br />Drown 8y. ECO <br />Checked By LL. LAIL <br />Revisions <br />04.08.02 CITY SUBMITTAL <br />04.22.02 PRELIMINARY DWGS <br />05.10.02 CITY SUBMITTAL <br />SITE PLAN <br />CODE REVIEW <br />DETAILS <br />Sheet Number <br />Al <br />Project No. 010606 -4 <br />