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HomeMy WebLinkAbout3211721410062-06122015>3912.0 1 5 91‘6.0 I MUST SL: 4111111111616=a. 75:677=.7„;.7i 17,"".,:f. V is Co)-1 cLA.. MOH@ 917.7 B U IL D I N G D E P A R T M ‘.,0V3I ReiTP7.3rcii-,!g rar,n-rtg ad Stesath*-0 InsWation Lath Drywil Maeonry Fire's** Find !' :777(77ONS (41 95282 07'2 \\ X921,9 I Found I \ r.,921.1 X92M7 \ \LO _ X921.3 X920..t \ ss. • \ 5,<913.9 DENOTES EXISTING SPOT ELEVATION x 960.0 DENOTES PROPOSED SPOT ELEVATION -960.0 DENOTES EXISTING CONTOUR LINE z56- - - - - DENOTES PROPOSED CONTOUR LEVE 946 DENOTES PROPOSED STORM FLOW DENOTES PROPOSED SILT FENCE - SF Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at a maximum 10" on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. it Engineering Iabrio SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabrlo anchorage Venal Per:WM*1h ../7- tamped nalural solt -61nr.tt rniatimigh , 6 inch minimum Confirm property may be Redeveloped prior to demolition A demolition permit provides no Assurance of permitted future uses N 8953'27" E --72. 71-- CATCH BASIN (ELEV.T907.0) -"" 907.0_, _ X921.2 )419.3 1 Metal or Post Or slake DirectiOh of runoff 'Prow Natural soli Wire awe, minims (optional) X920.8 \ S5S55555 '555 \ fr) 1 CO (Xi,' • C1,) 927_ • t _X922193.11: 2. X422:0 ' X915.5 -1- - - _ X92,i3 X925.1 ▪ ' 927- _ 9274 -Fence 927.9 I 1,4 biaple X9i3.21 923.7 I : H / / , ri /', 14 1 9241.!2v\ ' ' 1 , / 923.3 9:4.8 0 / 92,4.9 ' ?24t6 , 1 io ra IV ro , Cri is, 3.11 1 ‘,:,,, , "Z '1 th i, 928 9276' 928.55,9.54, Afrmlo t ‘,F;aciel'ori.,r413 1t• Wa11928 9267 927 1.1 eleieliMin Mi id IR eeplen MW.n Note; Depending upon configuration, atiacia Tabtrio to wire meth with nog rings, etee3 poste with tle wires, or wood posis with staples_ Figure 6,3-2: Typical Postailatron tor 51111 fence ;928.1 928, P.5 Sac c 93 91.2 930.gle- CD GARAGE 929 930, _ X9215 _ _ _929_ -929.9 ' X X 930,5 31;LCOnC. 930.5 GARAGE FLOM ELEV.-931.p 30.4 X9294-30.0 X930.4 ' , , 930.31 1300 \ X922,4\1‹ McOle 930) na;•,°., X929.8 Z_C 18" Oak@ 929A X 929 r -Se 927.7 93 ' 25.9‘ 925 -e7S- 929.6 8.5 \ 931 )4921.0 ,•926.0 X930.6 4o 210%!miimmiimmiii0 10 20 GRAPHIC SCALE 6-,Clle gffAiro41 anio # ii0/3 INCblUCIILIC11 Temporary Rock Construction Entrance/Exit X928.5 4.7 1 64 4 1 4.7 -r- 922.8 9234 J._ Aar "" _ `-Concrete Curb „Oro: No, 150116 2015 03 12 FE A X920.5 BEN TON A *1..c .NLD2.6 !ZIATZIA 10*-0.540% -15 Initial length -To front yard setback line after backfill itek .414 • te.417. iO4,04114 • 1.0020445,144 2s. VITISTVIA:VA:7.11,. 1-7.7 010.411.10.01P. ja ASV:: SP.. .12' minimum Non-woven geotextile drainage width Failure to install the Construction Entrance before disturbing the site soils and/or failure to maintain the Construction Entrance will result in Enforcement action by the City. 6" minimum thickness 11/r to 3" washed rock fabric under