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VICINITY MAP <br />SCALE: NOT TO SCALE <br />BACKFILL W/ NEW <br />6000 QUALITY <br />TOPSOIL & SEED <br />NEW <br />BITUMINOUS <br />PAVEMENT <br />^�.ti lei ee. <br />+r - } 4 • ti�xv <br />Ci 1:4;i.1 •?'T7'. tip <br />8.,f• . J`is:�l.:sc 41�`1�"^54ia" 44; <br />EXISTING -/ <br />SUBGRADE SOIL <br />t-I I IT -Ill -i 1 rl! <br />CLASS 5 <br />BASE <br />AGGREGATE <br />B6 -12 CONCRETE CURB DETAIL <br />NOT TO SCALE <br />8" <br />e <br />rl <br />ON STALLS ADJACENT <br />TO 8' -0" AISLES ONLY <br />ACCESSIBLE PARKING SIGN <br />SCALE: 1" - 1' -0" <br />13' -4" <br />/.SLI/ / //O /� <br />15 <br />5" CONC. SLAB ON GRADE I <br />5" COMPACTED CLASS 5 BAST <br />I 14 BARS 0 W/ 14 VERT. <br />BENT OWELS "INTO FTC <br />"-CONCRETE <br />APRON <br />0 <br />io <br />INVERTED LINTEL BLOCK <br />TOP COURSE <br />B" CONC. BLK. PAINT <br />TO MATCH BUILDING <br />CONCRETE SLAB <br />AND APRON <br />R U S S I A N B A P T I S T C H U R C H <br />ACCESSIBLE PARKING <br />SIGN SEE DTI.. 3/A1 <br />a <br />A 4 <br />9. -0. <br />• <br />0 4 <br />d <br />8' -0" 8' -O" <br />ACCESSIBLE CURB CUT <br />SCALE: 1/8" - 1' -0" <br />HINGE BY GATE <br />SUPPUER <br />VERT. CEDAR GATE W/ CEDAR <br />LATCH 12' -0" WIDE x 5' -6" HIGH <br />12 "1116" CONC. FTG. <br />W /(2) /5's CONT. <br />TRASH ENCLOSURE PLAN <br />5 "8 STEEL BOLLARD <br />III GROUTED SOLID IN BLOCK I I <br />CORE FOR GATE MOUNTING I� <br />AND ELEVATIONS <br />SCALE: 1/4" • 1' -0" <br />8' -0" <br />W LINE OF THE SWI /4 OF THE SW1 /4_...3 <br />OF SEC. 31,T,31,R,22 <br />r <br />S 88'29'53" E <br />340.00 <br />io 1 ' DRAINFIELJ1 <br />c9 hI EXPAN90I•{ <br />Z _ III <br />I!I SECONDARIYI <br />PAR <br />13' -KI N0 "G / I DRAINFIELD I 1 <br />FU TURE <br />I <br />SETBACK 1 I -41 <br />I EXPANSON <br />E __ _. SEE STRUCT. 1 l I <br />BLp . iETBACK 120-0 , <br />WI ?I I <br />,� I PROPOSED BUILDING III I <br />a i I I 15.497 S.F. 0 -OOF SADDLE I I <br />I al -- 3_I.EV€LS -_� 3 <br />4 Er KONG <br />SLIDEWJALK <br />11\ 3, -0. <br />1 <br />15 ill <br />/ SETBACK <br />8 A x <br />I B6 -12 CURB 1 ; <br />Nk GUTTER 508 Y 9' 8- 8 B 8' 8- 87; <br />o. <br />1 <br />r <br />1 <br />1- <br />t_ <br />F'17PON <br />PLAVERIFY <br />W/ 0 L <br />NS AI <br />r'TTI-I-rrT'1-I- <br />I I I I I I I I I I <br />J I I I I I <br />L- <br />I <br />TRASH ENCLOSURE _ <br />}} <br />SEE 4/91 T-- <br />U.C. WATER RESEVOIR <br />FOR SPRINKLER SYSTEM <br />VERIFY SIZE AND LOC'N <br />W/ SPRINKLER CONTRACTOR <br />12 <br />131 <br />PARKING FOR <br />FUTURE EXPANSION <br />I ni <br />1- 1IlL <br />n I <br />r <br />T <br />II <br />n <br />I ILI <br />a <br />I <br />II <br />1 <br />18 <br />15' <br />6' -0" HIGH <br />OPAOUE FENCE <br />113.00 <br />N 8879 53" <br />6' -0" HIGH <br />OPAQUE FENCE <br />PROPOSED NELL <br />LOCATION VERIFY <br />W/ CONTRACTOR <br />2/A1 <br />15' 18' 24'1 24' 1 <br />14, 5' -0" <br />-J <br />_- zx, <br />< <br />omin °nab Eve S' <br />cu <br />o PP <br />N 4 <br />ANOKA CO. HWY. R -0- PLAT N0. 48 , <br />i <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: Russion BWlist Church <br />Project Location: Lino Lakes, Minnesota <br />Lot Sue: 4.61 Acres 200,766 ,I. <br />Zoning And Lond Use Rural District (C.P.U.) <br />Hard Surloce Coverage: 48.926 s,1./200,786 s.l. • 24.48 <br />Green Spoof Coverage: 151,860 .1/200,786 sl. - 75.68 <br />Building Coverage 7,436 ,.f./200,786 8..f. - 3.70 <br />B. APPLICABLE CODES: <br />I. Uniform Building Code <br />2. Lino Lakes Zoning Ordinance <br />3. Minnesota Slate Building Code <br />4. Minnesota Disabilities Code <br />5. Minnesoto Plumbing Code <br />6. Minnesota Eleclrk5 code NEC <br />7. Minnesota Energy Conservation Code <br />8. Uniform Fre Cade <br />9. Minnesota Fire Code <br />10. Minnesota H.V.A.C. & R. Code <br />11. Uniform Mechanical Code <br />12. Elevator Safety Code <br />C. OCCUPANCY GROUP <br />(lurch - 15,487 s.f. (UBC 304) Group A2.1 <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 />D. TYPE OF CONSTRUCTION <br />A2.1 Type V 1 How <br />Fuey Sprin1dered in compliance with UBC slondard 9 -1 and 9 -2 <br />(Sprinkler Conceded Spaces) <br />E. BUILDING AREA, HEIGHT <br />Toted Square Feel: 7,436 .l. + 1,062 sl. Upper Level • 8,498 .1. With 6,989 1.1. Baseme two <br />F. ALLOWABLE HEIGHT AND BUILDING AREA <br />EXHIBIT # ,- <br />L A M P E R T <br />ARCH I T E C T S <br />13837 NE Lincoln Street - <br />Horn Lake. MN 55304 MI <br />PNene:713.7S3.1211 90x:763.757.2549 <br />I.,np•Satanpml- arcn <am <br />ARCHITECT CERTIFICATION: <br />1 WREST 1SRTe1r NAT 7NIS PLAN. <br />SPE011CATn0I1 OR REPORT WAS <br />PREPARED BY YE OR UNDER MY ERECT <br />SUPERVISION AND THAT 1 AM A DULY <br />UCENSE0 ARCHITECT UNDER THE <br />LAWS OF NE STATE OF MINNESOTA <br />"CNAMAC <br />LEONARD LAMPERT <br />WOO' NAME <br />LICENSE NO. <br />1. Allowable Height (UBC 505. 506, Table 5 -8) 50' -0" 2 Stories <br />2. Proposed. Height - 45' -O" - 0 Steeple <br />3. Allowable Areo - A2.1 Type V 1 How <br />10,500 S.F. x Seporotion (UBC 505) 4 sides 1008 • 21,000 S.F. <br />21,000 S.F. + Multi Story Approved Sprinkler System (UBC 505.3) 2008 • 42,000 S.F. <br />4. keo Check - 8,498/42,000 • 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 />1. FIRE RESISTIVE RATINGS (UBC TABLE 6 -A) <br />1. Exterior Bearing Woes <br />2. Weise Beorng Walls <br />3. Exterior Non - bearing Wills <br />4. Structural Frame <br />5. Permanent Porlilians <br />6. Shoff Enclosure <br />7. Flows And Floor Ceilings <br />8. Roofs d Roo' C dugs <br />9. Exterior Doors And Windows <br />Hour <br />Hour <br />Hour <br />Hour <br />Hour <br />Hour <br />Hew <br />Hour <br />Not Permitted Less Than <br />5 Feel, Protected Less Than <br />10 Feet. <br />J. OCCUPANCY LOAD (UBC TABLE 10 -A) <br />Sooting Copecity • 375 Occupont Load - 713 As Staled On Floor Pion <br />K. EXITING <br />I. Number Of Exits (UBC 1004.2.3) <br />710<1,000 0conponts • 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 1004.3.4) <br />44" Al Occupancy Lood Creole Then 49 <br />4, Arrangement 01 Exits (UBC 1004.I.4) <br />Not Less Than 1/2 Oiogond Overall Building Dimensions <br />5. Exit 1150th (UBC 1003.2.3) <br />Mn. Clear Width 32" Per Door <br />6. Door Width (UBC 1003.3.1.3) <br />AI Exit Doors Are 14n. 3' -0" In 16dth <br />7. Door Swing (UBC 1003.3.1.5) <br />Doors Swing out Were Required <br />B. Type 01 Lock Or latch (UBC 1003.31.8) <br />Openoble From Inside Without Use 01 A Key. <br />9. Exit Or Exit Access Doors Shall Not Be Prodded <br />1511. A Latch Or Lock Unless It Is Panic Hardee. (1007.2.5) <br />10. Manually Operated Edge - Or - Surface - Mounted <br />Flush Bolls And Surface Bolts Or Any Device Used <br />L. OTHER <br />1. Building Is Accessble <br />2. Rool Access (MSBC 1300.4500) <br />Not Required <br />3. Root Hatch (MSBC 1300.4500) <br />Not Required <br />4. Draft Stops (08C 708.3) <br />Required See Plon For Notes And Location <br />5. Recycling Spoce - Exterior Trost, Enclosure <br />6. An Approved Fie Alarm System Shill Be Installed (U.B.C. 303.9) <br />7. Aud41e And K;,01 Alarms 9141 Be Provided (44.5.8.0. 1341.0472) <br />M. PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) <br />Required Provided <br />11 1 IV <br />2 4 2 6 <br />4 <br />1 2 4 4 <br />1 <br />I <br />Based On Occuponls <br />1. Water Closets <br />2. Urinals <br />3. lavatories <br />4. Fountains <br />5. Service Sink <br />PARKING <br />I. Church: 375 Seats 0 1/4 Seats <br />2. Told Parking Required <br />- 94 Spaces <br />• 94 Spaces <br />3. Told Parking Provided <br />Stoll Ste <br />Striping - 4" 191ite Stripes <br />AVEMENT DESIGN: <br />1. AU Parking Areas <br />1 1/2" Bituminous Wear Course MN. 0.0.T. 2331 Type 41 <br />2" Bituminous Binder Course MN. D.O.T. 2331 Type 31 <br />6" Compacted Class 5 Base MN. D.O.T. 3138 <br />2. Verily With Existing Soo Conditions And Adjust Accordingly <br />ASH STREET (C.S.A.H. NO. 32) 1 <br />-- 227.00 <br />N 88'29'53" W <br />S, UNE OF THE SW1 /4 OF THE <br />SW1 4 OF SEC. 31 T 31 R 22 <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 />• 9' X 18' Stolle <br />U <br />r 'O <br />LL 2 <br />O <br />t 1:13 LV <br />co I- <br />W co <br />1..V c <br />Lino Lakes, Minnesota <br />Drown By ECO <br />Checked By LL. LML <br />Revisions <br />04.08.02 <br />04.22.02 <br />05.10.02 <br />CITY SUBMITTAL <br />PRELIMINARY DWGS <br />0TY SUBMITTAL <br />SITE PLAN <br />CODE REVIEW <br />DETAILS <br />Sheet Number <br />Al <br />Project No. 010606 -4 <br />