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HomeMy WebLinkAbout05 RNG Building SITE PLAN ARCH 09-10-201911 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.3. GENERAL CONTRACTOR AND SUBCONTRACTORS TO COORDINATE ALL ARCHITECTURAL AND ENGINEERING DRAWINGS, INCLUDING TRUSS DRAWINGS AND LAYOUTS, PRIOR TO CONSTRUCTION APPLICABLE CODES:2012 INTERNATIONAL RESIDENTIAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIA SEISMIC ZONE D0 90 MPH WIND 11 6 . 6 1 ' P R O P E R T Y L I N E LO T 1 1 S T A D I U M C E N T E R S U B LO T A R E A = 7 , 4 6 3 S F 19 5 8 S T A D I U M D R I V E HB = H O S E B I B L O C A T I O N S LE G E N D 6 4 . 0 0 ' P R O P E R T Y L I N E 6 4 . 0 0 ' P R O P E R T Y L I N E 11 6 . 6 1 ' P R O P E R T Y L I N E U T I L I T Y E A S E M E N T 1 0 ' - 0 " U T I L I T Y E A S E M E N T 1 0 ' - 0 " 8' - 0 " 8' - 0 " 10 0 . 6 1 1 5 ' - 0 " 2 A4 . 1 PA R K I N G L O T ( E X I S T I N G ) V E R I F Y W I T H E X I S T I N G 7 ' - 0 " DS 1 H R R A T E D W A L L 1 H R R A T E D W A L L "C H A I N D R A I N " D S A W N I N G 5 ' - 0 " OV E R H A N G 3' - 0 " DSDS DS DS DS 4 ' - 0 " 4" R E C E S S E D L I G H T I N G LIG H T B 4" R E C E S S E D L I G H T I N G : LIG H T B WA L L L I G H T A WA L L L I G H T A HB HB 1 A4 . 2 1 A4 . 2 1 2 3 4 5 A B C D BU I L D I N G F O O T P R I N T = 4 3 5 7 S F R E A R Y A R D ( P U D ) 5 ' - 0 " SID E Y A R D ( P U D ) 5' - 0 " F R O N T Y A R D ( P U D ) 5 ' - 0 " GA S EL E C PR O J E C T I N F O R M A T I O N PR O J E C T A D D R E S S : 1 9 5 8 S T A D I U M V I E W D R I V E | B O Z E M A N , M T LE G A L D E S C R I P T I O N : L O T 1 1 , S T A D I U M C E N T E R S U B (S T A D I U M C E N T E R S U B , S 1 3 , T 0 2 S , R 0 5 E , L o t 1 1 , P L U S C O M M O N A R E A & PRIVATE STRS) BU I L D I N G A R E A :4 , 3 5 7 S F G R O S S LO T S I Z E : 7 , 4 6 3 S F SF S U M M A R Y BU I L D I N G A R E A : UN I T 1 = 2 1 6 4 ( F I N I S H E D D E N T A L S U I T E ) UN I T 2 = 8 2 0 ( U N F I N I S H E D O F F I C E S U I T E - F U T U R E T . I . ) UN I T 3 = 8 8 5 ( U N F I N I S H E D O F F I C E S U I T E - F U T U R E T . I . ) UN I T 4 = 4 8 7 ( F I N I S H E D C O M M O N S A R E A ) TO T A L = 4 , 3 5 7 S F MECH MECH MECH9' - 2"2' - 11 1/4"4' - 1"2' - 6"4' - 1"2' - 6"4' - 1"6' - 7 1/2"4' - 1 1/4"48" HIGH SOLID FIBER CEMENT LAP SIDING @ SCREENGUTTER GUTTER G U T T E R GUTTER 4" / 1 2 " 5" / 12"5" / 12"7" / 12"RIDGE RIDGE 1 2 3 4 5 A B C D DRAWING NUMBER:PHASE:DATE:DRAWING TITLE:PROJECT NUMBER:DRAWN BY / CHECKED BY:REVISIONS: 0 " 1 " 2 " 9 / 1 0 / 2 0 1 9 2 : 3 1 : 4 3 P M A1.1SITE PLAN19-03RISE &GRIND 75%09.10.19CCR---75% CD1958 STADIUM VIEW DR | BOZEMAN MT 1/ 8 " = 1 ' - 0 " SI T E P L A N 1 NO. DESCRIPTION DATE 1 Revision 1 Date 1 1/ 1 6 " = 1 ' - 0 " RO O F P L A N 2 BU I L D I N G B I R D S E Y E V I E W 3 SE E C I V I L A N D L A N D S C A P E P L A N S F O R DE T A I L E D I N F O R M A T I O N O N S E R V I C E S , GR A D I N G , D R A I N A G E A N D P L A N T I N G S .