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HomeMy WebLinkAboutA1.0Siteplan_05042021 GOFF ARCHITECTURE %—x—x—x—x—x—x—x—x—x—X—x—x=x— x—x—x—x— EXISTINI;FENCE— — ��x — — / PROPERTY LINE Y Y U pO m D www.goffarch.com w o w0 HE EXISTING FENCE N o 0 EXISTING I 0 / z OUTBUILDING � CONCRETE cn X Bozeman,MT as ph.406-580-5392 >, /lot —E-oHe / email.goffarchitectum@gmail.mm — oHe COVERED / EXISTING BUILDING c WATER_ F+r ® LOTS 5CX.6 FF ELEV.=4835.03' �� F'I //309 > 6,237 Sq. Ft. 0 a w IU °F Z � \ - SEWER z of I� GAS METER o� �F I of F PROPERTY LINE - -xj \ %— x—x— [33.87] cas —X—X— X—x— %—X—x—X—X_ \ ALLEY EDGE OF GRAVEL EXISTING SITE PLAN A7.0 SCALE: 1/8"=1'-O" o 125'-0" 6 REAR YARD 20'REAR YARD SETBACK FOR SETBACK 16'-7 3/4•• ACCESSORY BUILDINGS PROPERTY LINE 8-1 I o WINDOW WELL I W Q -- -----_�_—_—_—_—_� —_ 5'SIDEYARD SETBACK n Z ELECT.METER ----------------- N --� --- 2 Q ----- ———————— -- CONC.DRIVE � � _ rr--------- - � W Z Z W p ui (n fi W W (n Z ��ti/ I PROPOSED CON.WALK S 4, PROPO�ED 2 CAR 3 BEDROOM S.F.R II G a/ GARAG W/ADU WATER W w = OM O N I I I II ~a a / • - -<mox*rnxo cxcxxoncxxexT o z m W U sA I I I �`, I x a J SEWER POWERPOLE P� J �! L ______ ______ J USEABLE OPEN SPACE —— I 23'X 30'fi90 S.F. _ GAS MEJR a 8•_9 1/2•, I i I II O 9'x18•ADU FIARKING n _ r ---- asvlse° o-is nsi GAS ewi \ aevlse° sazosi GRAVEL DRI . Y —— _——— o I � 5 SIDEYARD—SETBACK 1/2" 5 'n 6•CEDAR FENCE �n \ WINDOW WELL PROPERTY LINE 10'-0" ALLEY— 20' R.O.W. ACCESSORY BUILDING COVERAGE USEABLE OPEN SPACE LOT COVERAGE PARKING CALCULATION REAR YARD SIZE-2,954 S.F. LOT SIZE-6,237 S.F. LOT SIZE-6,237 S.F. 3 BEDROOM HOUSE-3 SPACES REQ. SPACES PROVIDED: 2 SPACES-PROPOSED GARAGE ALLOWABLE COVERAGE @ 40%-1,182 S.F. USEABLE OPEN SPACE REQUIRED-624 S.F. GARAGE-728 S.F.FOOTPRINT ADU-1 SPACE REQ. 1 SPACE-ON SITE IN REAR YARD PROPOSED COVERAGE-728 S.F.(24.6%) USEABLE OPEN SPACE PROVIDED-690 S.F. PROPOSED S.F.R 1,266 S.F.FOOTPRINT 4 TOTAL SPACES REQUIRED 1 SPACE-ON STREET PARKING LOT COVERAGE=32.0% 4 TOTAL SPACES NCOA EXISTING SITE PLAN AIN PROPOSED SITE PLAN 2 PROPOSED SITE PLAN o � °�9bg' A1.O SCALE: 1/8"=l'-0" o '�"I" A1.0