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HomeMy WebLinkAbout3111721140009-09042015npAIAMI"C_ADDnIM 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 INC demolition/move - utilities abandoned at the property line with a $5 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 aims OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. t76-601 -15' Initial length -To front yard setback line after backfill 30 1%5 :77-7•"., 935 6 ••• „ 929.7 29.7 93 END lp (72-'r ,z932.2 A, x 6'30 6-Y0a„---4- .1t1 -Q/ (0 O44 Confirm prope STORM DRAIN CATCH BASIN GATE VALVE HYDRANT IRON PIPE SET IRON PIPE FOUND SANITARY MANHOLE - x 933 x 940:9 939.9 938.5 x 933.0 x 931.7 x 931.9 may be demolition (44.4 x 931.6 x 935.5 \ x 935>)'• , \ x9 ,4.4 x 936.9936 /.0 \ / ..94, 936.0>7 \ 0/, \ u., x9349 \ ' / \ // 936.1 9 6 / 39 '"•/,st W). EXISITNG TREE CONCRETE CURB PROPOSED TREE > SANITARY SEWER PROPOSED TREE >>-STORM SEWER BITUMINOUS CONCRETE CONTOUR PROPOSED DT CONTOUR EXISTING -x x FENCE 9,601 • 3 vtr- --- (CS co r Aty eo. H . cc;) x Existing Conditions x 932.9 co // 5.2 9 WATERMAIN PROPOSED SILT FENCE DRAIN TILE EXISTING HOUSE LO t 3 x 931.5 s-. 932.4 END IP 172' , x 9'0.k /1/6 " /0' .16Q rp, sx17) \ \939.9 / 938.5 x 940:9 Co Lot/ I/ V ' 93q Lei , A/ 'x 939 7 7:„.n 4.0. 0 0 936 :L Ci 0 x 934 - X 933 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. Residential Temporary Rock Construction Entrance/Exit 11.6 h x 931.9 ' 931.3 x - / • 4) ‘2,9. 931.1 •9) X9306 930.5 6' x 930.4// 4-5C3>. 930.2 ssYc"c%:'-' \'• Nlos (14,4 9., Non-woven geotektile drainage fabric under / 6' ----x '9<-"c * if,,:fOgriNeFRO" 12' ,nlnlmum re. 35s• x 94.4 r 1...reby certify thr lanes of: i B. Pembe ,erton@sa , Block 2, P 'aereof, H le location o or on said 1 ' a <20,7 x 931 5 6/1 nale1 or past or slake .• Direction of runon Dow • Naturil soil = 938.3 = 938.6 =929.9 SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage trench backlit' whit lamPed naltral anir 1;14; r'riin'irnu'"m• • . inch minimum A demolition permit provides no Assurance of permitted future uses SURVEY LEGEND 072.5 GROUND ELEVATION (972.5) PROPOSED ELEVATION 0 WETLAND BUFFER POST HAND HOLE ELECTRIC TRANSFORMER I: TELEPHONE PEDESTAL UTILITY PEDESTAL 6" minimum thickness 11/2' to 3" washed rock Existing Elevations - WO Garage Floor Elevation Basement Floor Elevation Proposed Elevations Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Basement Floor Elevation Setbacks Min. Front Yard Setback = 52.5' Min. Side Yard Setback =10' Min. Rear Yard Setback = 25' Max. Building Height = 40' Hardcover (25% Max) Lot Area = S.F. House Area = S.F. Coverage = % \ x 932.9 `•-) // 5.2 / CAI I FOR INSPECTIONS © 952 826 0372 4 W;iil PERMIT NUMBER and ADDRESS Mt. Fence anikfoltruction Entrance Fo3ting LANG DEPARTMENt Foundation Wail Reinforcing Foundation Pre- Framing and Shea 4 2015 Lot 3- Insulation La'h • Drywall Masonry Propane Ftnal 636 6-- Iritio GC of. Proposed Conditions H.-. 0001 CITY OF Ebitqk Wire mean reintomement (opiional) Engineering rabic • "It m. NOle; Depending upon conliguratiou. attaDri tabilc to who mesh with hog rings, steel posts with tie winos, 04' wood psis with sloes. Figura 0.3.2: Typical Inetattat' ion for silt lance 35. 6 929.7 932 6 / 9 fl 937.9 x 94 . i, 6.9 / . ir -)),3 9635.; - o-, e k 38 .4.9//3;74/::://,.x 937.6 x x 3z1L 'i93:6 't . 38 t) 7 936.1 to2o. 00 '1 \ i N c5 =).5 o 8. N 6 ' °o sod w 1:`) 305 t„ P 0 0 ori a/kow (N e South 2.0 x 939.7 ..14../ 0 0 936 ,to 0 [-934 933.4 x x 934.4 x 932.6J 933.4 \/ , / 1936.1 934.4 j*, X 36.0 x x 9 9 34. Ns) x 9.S< x932,9 // EXISTING HOUSE 93 4 FND ' 27 IP 1 ,p32.2 x 9 03.Q8 /s)6) qo x . Is 9")0. 6 604 i) 0 0 , 9,29 6 Lot 3 Existing Conditions 0\ x940:9 CD / x 935. x 931.5 931.1 Osez so/4. S THRE-BERGQUIST, INC. cS 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 te; ‘,2 CERTIFICATE OF SURVEY PREPARED FOR 6305 Knoll Drive South, Edina, Minnesota NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 7.) HOUSE HAS NOT BEEN STAKED AT THE TIME OF CERTIFICATION. ,...Y A Existing Building Coverage Lot Area = 25,695 Sq.Ft. 14, House Area = 3,066 Sq.Ft. C1/9), Deck Area=' 170 Sq.Ft. Shed Area = 118 Sq.Ft. aN "VS .0. Total Building Surface = 3,354 Sq.Ft. <(:6 Total Building Coverage = 13.1% 41, Proposed Building Coverage (25% Max) Lot Area = 25,695 Sq.Ft. House Area = 3,610 Sq.Ft. Stoop Area = 198 Sq.Ft. Pool Deck Area = 1,500 Sq.Ft, Deck Area = 440 Sq.Ft. Shed Area = 118 Sq.Ft, Total Building Surface = 5,866 Sq.Ft. Total Building Coverage = 22.8% Setbacks Min. Front Yard Setback = 515' Min. Side Yard Setback =10' eS> Min. Rear Yard Setback = 25' Max. Building Height = 40' STORM DRAIN .972.5 GROUND ELEVATION CATCH BASIN (972.5) PROPOSED ELEVATION 1)4 'Cr 0 • 0 GATE VALVE HYDRANT IRON PIPE SET IRON PIPE FOUND SANITARY MANHOLE II 111 Eiil WETLAND BUFFER POST HAND HOLE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL UTILITY PEDESTAL SEWER SERVICE ELEVATION 000.0 EXISITNG TREE PROPOSED TREE PROPOSED TREE BITUMINOUS CONCRETE CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE ARROW CONCRETE CURB SANITARY SEWER STORM SEWER WATERMAIN - - - PROPOSED SILT FENCE ST DRAIN TILE x x FENCE -BSBL - BUILDING SETBACK LINE Proposed Elevations Proposed Garage Floor Elevation = 938,9 (1' Drop) Proposed Top of Foundation Elevation = 940.2 Proposed Basement Floor Elevation = 931.5 I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 2, Block 2, PARKWOOD KNOLLS 5TH ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 14th day of August, 2015. AVUN David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com SURVEY LEGEND --ft-- >5 REVISIONS JOB #: 31202-275-001 FIELD CREW: CL/SR DRAWN BY: BDH CHECKED BY: DBP DATE: 06/26/15 40 20 20 40 80 SCALE IN FEET