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VICINITY MAP <br />SCALE: NOT TO SCALE <br />BACKFlLL W/ NEW <br />GOOD QUALITY <br />TOPSOIL & SEED <br />NEW <br />BITUMINOUS <br />PAVEMENT <br />EXISTING <br />SUBGRAOE SOIL <br />CLASS 5 <br />BASE <br />AGGREGATE <br />86 -12 CONCRETE CURB DETAIL <br />NOT TO SCALE <br />VEHICLE ID <br />REQUIRED <br />UP TO J200 FINE <br />FOR NOLATION <br />ON STALLS ADJACENT <br />TO 8' -0" AISLES ONLY <br />ACCESSIBLE PARKING SIGN <br />SCALE: 1" • 1' -0" <br />R U S S I A N B A P T I S T C H U R C H <br />13. -4" <br />1\-- 5" CONC. SLAB ON GRADE I <br />I 5" COMPACTED CLASS 5 BAS-E-\1 <br />VERT. R O <br />W/ / BENTDOWELS INTO FTC. <br />INVERTED LINTEL BLOCK <br />TOP COURSE <br />8" CONC. BLK. PAINT <br />TO MATCH BUILDING <br />HINGE BY GATE <br />SUPPUER <br />VERT. CEDAR GATE W/ CEDAR <br />LATCH 12 -0" WIDE x 5' -6" HIGH <br />W UNE OF THE SW1 /4 OF THE SW1 /4 --1, <br />OF SEC. 31,T,31,R,22 <br />CONCRETE SLAB <br />AND APRON <br />t2 ,46" CONC FIG. <br />W /(2) /5's CONT. <br />5 "e STEEL BOLLARD <br />GROUTED SOLID IN BLOCK <br />CORE FOR GATE MOUNTING <br />TRASH ENCLOSURE PLAN AND ELEVATIONS <br />SCALE: 1/4" • 1' -0" <br />ACCESSIBLE PARKING <br />SIGN SEE DTL. 3/A1 <br />9.-0. <br />• air <br />° 4 x 4 <br />d <br />4 5' -0" <br />8•-0' <br />ACCESSIBLE CURB CUT <br />SCALE: 1/8" • 1' -0' <br />8' -0• <br />5 B8'29'53" E <br />340.00 <br />T `pt'Q <br />,0 <br />$ DRAINFlELJ 1 <br />^� I EXPANSIOI1 <br />z� 111 <br />1 I SECONOARIYI <br />PARKING <br />1 NG DRAINFlEL I <br />PARK <br />SETBACK 11 <br />I I. Fl f <br />6' -0" HIGH <br />OPAQUE FENCE <br />i1 50'1-0" <br />BLp4. ETBACK <br />I ° 00I 1 <br />I 1 <br />I gl I <br />fI CI "ICON <br />SIDEWALK <br />L <br />r2PONO <br />VERIFY <br />W/ CIVIL <br />PLANS- <br />I <br />7-r-r - 1- rr-r -I -1 -r <br />I I <br />J <br />r- <br />F" <br />F - <br />L - <br />TRASH ENCL0SUR1: <br />SEE 4/A1 r- <br />U.G. WATER RESEVOIR <br />FOR SPRINKLER SYSTEM <br />VERIFY SIZE AND LOC•N <br />W/ SPRINKLER CONTRACTOR <br />I FUTURE I <br />EXPANSION <br />I CONC. STOOP 1 <br />SEE STRUCT. <br />120 -0 <br />PROPOSED BUILDING <br />15,487 S.F. <br />3.LE\LELS - -4 <br />12 <br />1 1 1 1 1 1 1 1 1 111 <br />11 1 1 1 1 I 1 1 I 1 <br />28 <br />PARKING FOR <br />FUTURE EXPANSION I -_ <br />n 1 1 1 1 1 n <br />rij <br />LIIII- <br />i 9 <br />rYB' 8' <br />� <br />00F SADDLE <br />1 <br />5J <br />X --�Y- <br />113.00 <br />N 88'29 53" W <br />6' -0" HIGH <br />OPAQUE FENCE <br />PROPOSED WELL <br />LOCATION VERIFY <br />W/ CONTRACTOR <br />15' -0" <br />PARKING <br />SETBACK <br />9z <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 Nome Russian Boptisl Csurth <br />Project Location: Lino Lakes, Minnesota <br />Lot Sae: 4.61 Acres 200,786 s,1. <br />Zoning And Land Use: Rural District (C.P.U.) <br />Herd Surface Coverage 48.926 .1./200,786 .1. • 24.4% <br />Green Space Cowrage 151,860 .1./200,786 .1. - 75.6% <br />Belding Courage: 7,436 .1./200,786 .1. • 3.7% <br />B. APPLICABLE CODES: <br />ii o <br />rn <br />I. Uniform Building Code <br />2. Lino Lakes Zoning Ordinance <br />3. Minnesota Stale Beading Code <br />4. Minnesota Disabilities Code <br />5. Mimesola Plumbing Code <br />6. Minnesota Electrical code NEC <br />7. Minnesota Energy Conservation Code <br />8. Uniform Fro Code <br />9. Minnesota fie Coda <br />10. Minnesota H.V.A.0 & R. Code <br />11. Uniform Mechcnkal Code <br />12. Elevator Safely Code <br />OCCUPANCY GROUP <br />Church- 15,487 .1. (UBC 304) Group A2.1 <br />1997 Edition (UBC 1997) <br />Current Edition <br />1998 Edition <br />1999 Edition <br />1998 5411 n <br />1999 Edition <br />1999 -2000 Edition <br />1997 Edition <br />1998 Edition <br />1998 Edition <br />1991 Edition <br />1999 ErSlion <br />TYPE OF CONSTRUCTION <br />A2.1 Type V 1 Hour <br />Fully sprnklred in compliance with UBC standard 9 -1 ond 9 -2 <br />(SprnIdr Concealed Spaces) <br />BUILDING AREA, HEIGHT <br />Told Square Feel: 7,436 .f. + 1,062 .1. Upper Lewd • 8,498 .1. With 6,989 .1. Basement 1 oAlt <br />EXHIBIT # `3 <br />L A M P E R T <br />ARCHITECTS <br />13837 NE Uncoln Street <br />Ham Lake, MN 55304 ILL <br />Phone:753.755.1211 Fax:7$3.757.2549 <br />lampertalempert- arsh.cam <br />ARCHITECT CERTIFICATION: <br />I HEREBY 0838? NAT TH15 PLAN, <br />SPEOPICATK/I CR REPORT WAS <br />PREPARED BY ME OR UNDER BY 08<01 <br />5UVERM90N AND THAT I AM A DULY <br />LICENSED AROMTECT UNDER THE <br />LAWS a THE STATE OF 0Il*83OTA <br />SIG•awE <br />LEO/AR0 LAMPERT <br />vANT MA. <br />LICENSE Na <br />ALLOWABLE HEIGHT AND BUILDING AREA <br />1. Mlo.o5e Height (UBC 505, 506, Table 5 -8) 50' -0" 2 Stories <br />2. Proposed Height - 45' -0" - 0 Steeple <br />3. Allowable Area - A21 Type V 1 How <br />10,500 S.F. x Separation (UBC 505) 4 sides 1008 - 21,000 S.F. <br />21,000 SF. + Multi Story Approved Sprinkler System (085 505.3) 200% • 42,000 S.F. <br />4. Area Check - 8498/42,000 • 20.2%<1008 <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 />L Exterior Bering Walls Hex <br />2. Interior Bearing Woes Hour <br />3. Exterior Non- bearing Wads Hex <br />4. Structured Frame How <br />5. Permanent Partitions Hour <br />6. Shaft Enclosure Hour <br />7. Flocs And Floor CaTmgs How <br />8. Roofs and Roof Ceilings How <br />9. Exterior Doors And Windows Not Permitted Less Than <br />5 Feet, Protected Less Thon <br />10 Feel. <br />, OCCUPANCY LOAD (UBC TABLE 10 -A) <br />Seating Capacity • 375 Occupant Load • 713 As Slated On Floor Pion <br />K. EXITING <br />1. Number Of Exits (UBC 1004.2.3) <br />713<1,000 Occupants • 3 Required, 4 Provided <br />15' -0" PKG. 2. Distance To Exits (UBC 1004.2.5) <br />SETBACK Less Than 250' -0" <br />3. Corridor Width (UBC 1004.14) <br />44" At Occupancy Load Greater Than 49 <br />Mrongemenl 01 Exits (UBC 1004.2.4) <br />Nal Less Than 1/2 Diagonal overall Belding Dimensions <br />5. Exit Width (UBC 1003.2.3) <br />Min. Dear Width 32' Per Door <br />6. Door 98415 (UBC 1003.31.3) <br />M9 Exit Doors Are Min. 3' -0" In 18410 <br />7. Doan Swing (UBC 1003.3.1.5) <br />Doors Swing Out Where Required <br />8. Type 01 Lock Or Latch (UBC 1003.3.1.8) <br />Openobie From Inside Without Use 01 A Key. <br />9. Exit Or Exit Access Doers Shall Not Be Provided <br />With A Latch Or Lock Unless It Is Panic Hardware (1007.2.5) <br />10. Manually Operated Edge - Or - Surface - Mounted <br />Flush Bolts And Surloce Bolts Or Any Device Used <br />L. OTHER <br />1. Balding Is Accessible <br />2. Roof Access (MSBC 1300.4500) <br />Not Required <br />3. Roof Hatch (MSBC 1300.4500) <br />Not Required <br />Droll Slops (UBC 708.3) <br />Required See Plan For Notes And Locol'an <br />5 Redding Space - Exterior Trash Enclosure <br />6. M Approved Fire Morn, System 5hol1 Be Insldted (U.B.0 303.9) <br />7. Audible And Mead Moans Shod Be Provided (9.58.6. 1341.0472) <br />PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) <br />Required Provided <br />POND VE <br />W/ CIVIL <br />rPP ANOKA A CO. HWY. 5 -0- <br />0 <br />1 <br />14 <br />__J <br />PLAT N0. 48 <br />sod On Occupants <br />1. Wale, Closets <br />2. rinds <br />Votaries <br />mans <br />vice Sink <br />PARKING <br />1. Church: 375 Seals 0 1/4 Seals - 94 Spaces <br />2. Told Pocking Requ*ed • 94 Spaces <br />X <br />EXI STIN CURB <br />CU' <br />ASH STREET (C.S.A.H. NO. 32) 1 <br />ANOKA CO. MONUMENT <br />AT THE SW CORNER OF <br />SEC. 31 <br />SITE PLAN <br />• 227.00 <br />N 88'29'53" W <br />S. LINE OF THE SW1 /4 OF THE <br />SWI/4 OF SEC. 31,T31R,22 <br />SCALE: 1 • 40' -0" <br />NORTH <br />2 4 216 <br />2 - 44- 11 <br />3. Told Pocking Provided <br />4. Stag Size <br />5. Striping - 4" White Stripes <br />0. PAVEMENT DESIGN: <br />1. All Parking Areas <br />1 I/2" Bituminous Wear Course MN. D.O.T. 2331 Tye 41 <br />2' Bituminous Binder Course MN. D.O.T. 2331 T1pe 31 <br />6" Compacted Coss 5 Bose MN. D.O.T. 3138 <br />2. Verify With Existing Sal Candilions Md AdNst Accordingly <br />• 99 Spaces <br />. 9' X 18' Stolls <br />Lino Lakes, Minnesota <br />Drown By. ECO <br />Chocked By LL, LML <br />Revisions <br />04.08.02 <br />04.22.02 <br />05.10.02 <br />06.04.02 <br />CITY SUBMITTAL <br />PRELIMINARY DWGS <br />0TY SUBMITTAL <br />ISSUE <br />SITE PLAN <br />CODE REVIEW <br />DETAILS <br />Sheet Number <br />Al <br />Project No. 010606 -4 <br />