Loading...
HomeMy WebLinkAbout1802824110038-06242009'GREEN. - AREA 887.4 EXISTING BUILDING 887.1(TOP OF BLOCK) /,'/%,/ /zz FINISHED FLOOR _\ 883.9 ELEV.=888.58 EXISTING BUILDING ROCK WALL (TYP) z • _J z(f) Z 0 cr) 0 r (NI d- z D tr) , 0 u-) > • z 0 < O; 0 (L) - c ° D > cn co cr) J .c E 0 0 c (1) 0 X >, 0 0 0 > (i) stms._ in -6 yj co CO u7 u7 9 <<c)2cpc,E „ 0 CD 0 0 0 0 LIB z 0 N (f) 0 LU LU z z z Li] CO hr) oo N z CETIFICATIO I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the lows of the State of Minnesota. Date: JANUARY 27, 2009 homas E. Hodorff Minn. Reg. Na. 23677 LEGE\D 11111c_FOUND SET IRON IRON Found Property Monument Set Property Monument (Minn. Reg. No. 23677) Concrete SILT are approximate only. PURSUANT TO MSA 216D CONTAC GOPHER nnuntErt STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EX....4.V.ALLZ, 3. Site area = 17,746 square feet = 0.407 acres. 1. The bearing system used is assumed. 2. The location of the underground utilities shown here if any, FENCING IS 885.1 e9 FINISHED FLOOR ELEV.=903.03 \ 1 : 884.7 \ \ 883.5 883.2 GREEN AR ( a • co 89.5.i0 9, ---cpm rn - 901.6 S 88 t..0 cp 0 901. (g? N w 0 E 4 1 ) 89 c)1,..x 5 OV6RHAN0 - _0i..189631\g? 9 HE FLOOR 4110.9): LEV.902.71 -7 83.4 k 902.1) EOWND 45 IRON ./7/ . EXISTING BUILDING 902.803' 902.1 70) -FINISHED FLOOR _1 ELEV.=893.61 891.2 892.4(TOP OF BLOCK) `LA cbt) 1‘90i7X-:,-- -012.,i --AY9 cb 9.01, ° ..goi 0 03.0 904 905.0 902.8 <:;) • r-) : / , , 94 4:. X9 , 03;4 9 • 03 • X9034' rs 3 GREEN %, _apo2.1 RE-A - X905.7 905.2 .6)0 ,&" 905 r WINDOW 1114 c o, -X90 900.4X -- DECK /. V _FINISHED FLO9rbl EL,EV.=903,pi 899.6X,4 iry897.6X3 'c) -4R 917 Cg X89:` <23::3,-, fees cb - 8 cO • --'%tOUND AON Approved Gra Drainage requir r altering an and/or drai 1/45O 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 6. Elevation datum . is based on NGVD29 msl data. X887.5 Bench mark is located Top Nut Hydrant NW quadrant Townes Rd. & Bridge Lane (AS SHOWN ON SURVEY) Elevation = 889.96 feet 7. The existing top of block could not be physically occupied thus the elevations are estimates from exterior indicators. I HSJ BENCHMARKI I TOP OF NUT HYDI LEV.=889.96 STAN. M.N. 30 tJUN 2 2QOS GE\EAL \OT ES: LEGAL DESC P TI \ . 898.1 Lot 29, AUDITOR'S SUBDIVISION NUMBER 319, Hennepin County, Minnesota. 901.0 889,1 .00 899 X887.7 887. 88 888. to O RIM = 884.137 - M=835.69 ST RM M.H. RI =885.40-- Concrete Curb X X X X Fence w Overhead Electric D1.1.1 Underground Electric I- Underground Telephone U.1 Overhead Telephone & Electric w w Water Gas Sanitary Sewer Storm Sewer Electric Meter 0 Power Pole Hydrant Gate Valve Cot chbasin Air Conditioning Unit Deciduous Tree (Diameter in Inches) Light Pole Gas Meter Telephone Box Sanitary Manhole Storm Manhole -906 -- Existing Contour X 851.27G Existing Spot Elevation Gutter X 934.3 Existing Spot Elevation SCALE IN FEET Revision History: 2/2/2009, revised legal description typo 2/4/2009, revised contours [S-WS•aLf. t • 00 141[7 0,•3,A,G5 CAD File: 2009105.DWG Path: J:\2009105\DWG\ Wire mesh reinforcement (opUenal) Engineering fabric SILT FENCE MUST BE INSTALLED PRIOR TO ANY INSPECTIONS Fabric anchorage french backlill with lamed natural soil , • : Inch minimum :,:.• • • • . • t-i Minal or pz4,11 or slake Direction of runoff dow : •? : Natural soil ' • 6 inch minimum Note; Depending upon contiguration, attach fabric to wire mesh with hog rigs, steel poste with tie wires, or wood poste with staples. Figure 6.3-2: Typical Ineleliellon for BIN have ce6 v.jok ic -15' Initial length -To front yard setback line after backfill 6" minimum thickness 1 1/2" to 3" washed rock - ARNIM@ Temporary Rock Construction Exit Non-woven geotextile drainage 12' minimum fabric under -Z4 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. Conditions of Demolition/Moving 3 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. N7 Enclose stockpiled soils with properly installed silt fencing. A/ Property must be restored within thirty (30) days of building demolition/move — utilities abandoned at the property line with a CP--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. Confirm property may be e elope p for to demolition (1), A demolition permit provides no assurance of permitted future uses CONCEPT APPROVED Date 6 2 4/ WARNING Before digging call 651-454-000 FrlicE TELEPHONE-ELECTRIC-GAS REQUIRED BY LAW ‘-) By City of Bina Bldg. Dept. Changes; revisions or deviations from approved plans must be submitted `ter aria; .; :approved by the City before proposed work occurs. Failure to do sc may result in enforcement action.