Loading...
HomeMy WebLinkAbout3211721410062-06122015 (2)SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Metal or. p541: or --IT• • - , : 6 ich Fabric anchorage 'ranch beckfill wilt!. 7- tamped nalural son ° 6 ilia mmure : Direoliciii of runoff ItIVY . r, -• , Natutat soli X (b' ' X922.3 / X3. I ."; 3x92 12I 92 ,' / 5 /7 n 1 '92 ` 4t92 ‘ 94.8 92,4.9z` 1 925, -n )/ 923.3,2? CO r G. na X921.3 ,t921.0 X921.2 25.91 925-Z - t:3) cz, 10.0 1_0 13.9 ',X915.5 itko Wire mesh reinlostareent (opikvial) Engineering tabrio 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. 917.7 Found 1 Note; Depending upon cortturetienn, atieol) febr to wire meeh with hog rings, steel poste with tie wires, or wva•ecl posIs with siaptes. Fore 6.2-2; TypInal Inelarittkeil kV slit foam Confirm property may be Redeveloped prior to demolition A demolition permit provides no Assurance of permitted future uses BU I LD IN G D E P N 8953'27" E CATCH BASIN (E1.EV.7907.0) 907.0_ _ X921.9 921.4 ' X `, r..921.1 X927 5 \ I! Rel.nforeing P-bsec1-1:1 aid Sheathing Insulation Lath Drywall ._Masonry Fireplace Final 55 \ X919 _ 922. -` _ _X922.9 X913.0 X923:e -923- - n (0 te) GARAGE FLOM ELEV.-031.P 30,4 , 928 fs: X929.4\4‹ \ / s 929;1,1 t6 930.3 \ 18" ,0_13T 929.6 /97...94-3\0.0 9•30) X929.8 ,", X930.4„ :29 \ X ;22 .7 r 930. 7 9.5\ ,' 92,75 *28.3 9267- 92 X91,7.8 6" minimum thickness 1 1/2" to r washed rock gra CJii) Evy 92; 4 / i4" illo le 1 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. PrFr. No. 150116 2015 03 12 727 A , • .7 928.5 922.7' 92 ,4.5 \ te.9_?6_:110i9,954' 'E I'wora v- ''.W. AtoOle _ _---7:62--.-.-_, t‘Fle6c,d' 92.21 7// 26 922.8 923,4 '' ' -9 .5 , -Concre Wolk-- ' • et-T___\0216 Temporary Rock Construction Entrance! Exit 9, , , -- , "-Concrete Cum ,.....„--"" 1 , .. 1 c t. --- ....- ..-- -- Ki15.t \ \ 5, \ / X920 X419.3 ‘, \I \ .6, „ ' 55 ss I \ \ S ss \ \ \ \ \ - - .-"' ,'->-<92.13.2.- -928--- -- X52,7,5 - - -929- - _ ' ,s629.9) 4- -Fence X920.8 \ N BEN TON A X920.5 93 431*, to r---- 1 92 X928.5 4.7 _ 4.7 1 \ X930.6 9.7 29.3 928.9 cAm_ FOR IN3PECTIONS © 952 826 0372 N. JFER and ADDRESS :7"Lruction Ertrance GRAPHIC SCALE !lemiimo 10 20 20 40 (IN FNNT 6-cue d6,v7-0/t/ fiEno 4t-/z030 n 11;e44 tWAMAPI- .25kar.. s • taw .0.• • • ; • 143;11:111141....:::::,- Non-woven geotextlle dra g 2 min "‘"'" fabric under reIueIILIdI -16' Initial length -To front yard setback line after backfIll DENOTES EXISTING SPOT ELEVATION x 960.0 DENOTES PROPOSED SPOT ELEVATION - --960.0 DENOTES EXISTING CONTOUR LINE Z-L•6 '- DENOTES PROPOSED CONTOUR LINE 946 DENOTES PROPOSED STORM FLOW DENOTES PROPOSED SILT FENCE - SF c5,4- plocti 3 N 8953'27" E -- 72. 71-- CATCH BASIN (ELEV.T907.0) 907.0 X921.9 921.4 , -L139.0- \ 00.0 7,312.0 X921-3 <913.9 I \ X921.2 5<9.23.1 X92iO X92-3.6 X922.6 '923- _ ->$1.322.-o t14 . - X920.8 \ -- I •- Y-924.0 .1, ',X915.5 .}..ais.a \ I 4•1 \ '" - 1 ''',„ ° - >/92.0 %. .t.1 1.0...1 X92.2.3 y•<-955.1 , ' -)-(926.2- 328-- _ '929.9 X )(926.5 p27. -Fence 927.9 le 30.<03.3e_ 1 4.7 GRAPHIC SCALE X923.2I 923.' 11 '. I /7 : 1 •n ••••19241. \ $ / 924.9" 921 /0 923. ' 78 928. ' 92416 ,C$1. ..?. LO ; $<;3.1t1,1 ''R ‘, COC NC 147 Sar c 928;1 5 928 , :><929,4W" \ \930) 7.3 EXISTING DWEWNG - - ...-. \ ....X.229,8-X930.0 X930.4,, I \ 18'Oak kfl 929.6 .. 9.5 \ 93>h,/ 930.31 \ ./. 3304 , - -r9^-g 1 t - ' 0 -2769- 927.7 929. • EN1RANCE X929.8 CD 930 931;1.Conc. X 930.5 30.2 929. 930.5 GARAGE FlopR ELEV..931.4 93 GARAGE 30.4 1 4.7 131* .11 10 7 a 9.7 64 4 X930.6 20 0 10 20 40 ( IN FEET) 92Q92.5\ ' X 0.A928.1175.?5, 9 :54 od.j2/41.9i_ .1'4\ me _ 7 72.-62 Fowl r la - 92 :43 :;•77(,_/_,..,*(211 26 0 9267( 927 $ , 9276 9228 923 4 91:8 . :91'.t :2 r...433392298.3.9 , I 925-1 1",Z.R28.3 - 21$ Con are X920.5 xeao.a Sialk.27 ‘0, 23. 9 tif ,K 971 6 ,Concrete Curb BEN TON A VE. X925.0 BENCHMARK (NGVD29). • Manhole 926.4 0 tr) C PPM No. 150116 15 03 12 r A = = 0 . . • . . A am rs.> 7,11 c:n m A f"'L Sheet 2 of 2