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HomeMy WebLinkAbout3311721230030-11112014NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties n cS) 1.5` x950.6 949.2 949-7 x -I- I \ I 1 952.7 x95 I .4 Confir Rede y be demolition LU c_D GFLR 954.27 es r I XL .j • I f glI .-15-X. I I EXISTING HOUSE AREA: I ,G77 SQ. FT EXISTING DRIVEWAY AREA: 701 SQ. FT EXISTING CONCRETE AREA : 14 I SQ. FT (FRONT) EXISTING CONCRETE AREA: G99 SQ. FT (REAR) IMPERVIOUS AREA: 3_2 I A 30 FT (2).3%) LOT 10 X953.2 x953.1 Residential Temporary Rock Construction Exit ‘3.c4b.c.5( 5 VS° -15 Initial length -To front yard setback line after backfili 6" minimum thickness 1 1/2" to 3" washed rock Non-woven geotextlie drainage 17 minimum fabric under Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. co (:4 WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAY 15596.00 MATERIALS, DUMPSTERS EXISTING CONDITIONS AS-BUILT SURVEY AND PORTABLE TOILETS l'i' i--, :1,.: L.:R and ADURE 34. 953. 1ST FLR ,-- PREPARED FOR: SHALL NOT BE STORED IN '../• 93 I x n 954.93 " --- TIMBERLAND HOMES RIGHT-OF-WAY .A I ui = 3 all(! Corntruction Entrance PROJECT NO. 000.0 DENOTES EXISTING ELEVATION mom DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE :1on 0, ail Reinforcing DRAINAG -oizAation Pk -backfill ..Prarning and heathing 953.4 X-4<956- 954.27 = FINISHED GARAGE FLOOR ELEVATION alf r••••7511= 959.62 = TnID n g\/AkTION I I n nsu a 0 1T ELEVATION--Lath -Drywall -Masonry Flip lace 4.Finat u.2: - x 24 AA I I Sn 952A 953.5 X952.8 953.2 x 953.2 N8906$'55"W 134 114 x\952.0 953.5 t 953.2 00 53. 954. I 954,0 ° z 94.1 953.9 A demolitio ermit provides no Assurance of permitted future uses 953 4 34.95 °CONC. DRIVE a.), X953.3 x951.5 In 'Y•ia i53,3 95.ô 9541 951.3 LU ("Xl CD 2- • CD V. 0 o0 953.5 954.4 'r953.9 r,! „_. 1ST FLR 959.62 DOOR SILL) 955.07 c9. off 113 954.3 • o 95(4.0 Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than :1. Attach fencing to minimum 5' posts buried I' 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. < 1957.I 956.9 2.0 ',D z; X953.1 Dt'Aio g /165-Y3- \ 953.8 Lu 57/ 7,&-/i/4xi1 L- 1/00 33// 7 v2.3 0030 zc 955.8 SILT FEM.:NG IS 11.FOUIPT- c•! U_J 957.3 24.4 956.4 957.2 72.34 957.3 WOOD FENCE Arra ntesn reintor (oPtkinal) nt I 134.01 95GA xS89°5911 0"W 957.2 <0 _ .- .-- _ ._ cb oc. X958.4 , x , 958.2 957 957 2. TOP W.W. ri 960.09 4? co 959.71 WW 956.2 Engineering fabric SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION &lets] or post or stake WOOD FENCE ><957.4 X958.5 959.5 CD Fabric anchorage how:Igo:Ku wilt) farmed natural soli Direction ot ninon Dow 0 itch minimum : 6 S inch minimum et ''S -I- 1 I l I l A L - ...I I • .7. 4 , Natural soil ' 957.4 I hereby certify that thisII is a true and correct representation of a tract as shown and described hereon. As prepared by me this 11TH day of NOVEMBER, _2014. a"171/44Tinn. Reg. No. 19086 \ RUSSELL P. DAMLO 35.87 Datxtriding oPoll cOrkituration, Wadi fabric to wire mesh with hog (Mg% steel poets with tie wawa1 or wood posts with eta:Mo- nger. 6.3-2: Typlicot leistotlattion for MN fano"