Loading...
HomeMy WebLinkAbout2002824240092-10012014SCALE IN FEET 0 10 20 1 inch = 10 feet Existing First Floor Elevation= 887.08 EXISTING HARDCOVER SURFACE CALCS LOT AREA = 8,008 S.F. HOUSE & GARAGE = 1,268 S.F. FRONT STOOP = 24 S.F. CONCRETE SIDEWALK & DRIVEWAY = 733 S.F. PORCH = 188 S.F. 30 DECK = 141 S.F. W TOTAL HARD COVER = 2,354 S.F. HARDCOVER SURFACE % = 29.4% Low W, • B _1000 OHP IRON SET IRON FOUND LIGHT POLE CURB STOP POWER POLE ELECTRIC METER EXISTING CONTOURS OVERHEAD POWER LINE FENCE LINE RETAINING WALL EXISTING ELEVATION 1 1 1 0 0 I trit M "Well-- topill"l) Enineert IaDrlc Metal or SILT FENCE MUST BE p or Stake INSTALLED PRIOR TO DISTURBING VEGETATION Fabdc anctwirage trench booWilt with lamryed natuml icon okelorlork Of ninon Iiow17 it nlmur� 14ah�r�601 6 Inch mlrarrwm Note; Depending upon m0guration, altar taboo to wire rneslh with hog , Steel peels with tie wlres. or wruod pons with staple.. Figural IL3-2: Tyrpkad InMitallon for sill Temporary Rock Coristruction Exit <a sJtc �o� �a -75' Inhlal length To front yard setback line after backfill 6" minimum thickness 1 1/2" to 3" Washed rock Non—en geotexille drainage yy Im 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. f 887.4 '-FENCE CORNER LIES 1; 0.1' SOUTH AND 1.0' 887 gWEST OF LOT LINES 46, \----LOT CORNER FALLS ON FENCE F- N _U A Confirm property may be Redeveloped prior to demolition I /.888.2 I �o C° CD 20 PINE 0 A demolition permit provides no Assurance of permitted future uses 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 F and spaced at a maximum 10' on center. ✓ Enclose stockpiled soils with properly installed silt fencing. L ✓ 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. —FENCE CORNER LIES 0.1' SOUTH AND 1.0' WEST OF LOT LINES I /-1 T —7 CONCRETE SURFACE ASPHALT SURFACE LANDSCAPE AREA PAVER SURFACE DECIDUOUS TREE CONIFEROUS TREE DESCRIPTION FROM TITLE COMMITMENT Lot 13, Block 7, BROOKLINE ADDITION, Hennepin County, Minnesota. To: D.R. Horton, Inc. -Minnesota, and DHI Title of Minnesota, Inc. as agent for Fidelity National Title: This is to certify that this map or plat and the survey on which it is based were made in accordance with Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2011, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 8 and 11(a) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Minnesota, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Signed this 1st day of July, 2014 For: James R. Hill, Inc. By: PiRLELIMINAIRY Harold C. Peterson, Land Surveyor, MN License No. 12294 NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WEST LINE OF LOT 13, BLOCK 7, BROOKLINE ADDITION TO HAVE AN ASSUMED BEARING N 00°03'21" E. THIS SURVEY HAS BEEN PREPARED BASED ON A TITLE COMMITMENT PREPARED BY DHI TITLE OF MINNESOTA, INC. AS AGENT FOR FIDELITY NATIONAL TITLE, COMMITMENT NO. XX, DATED EFFECTIVE XXX XX, 2014, AT X:00 A.M. ONLY EASEMENTS WHICH APPEAR IN SCHEDULE X, PART XX OF THIS TITLE COMMITMENT HAVE BEEN SHOWN AS A PART OF THIS SURVEY. THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON-SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF EDINA ENGINEERING DEPARTMENT AND/OR GOPHER STATE ONE CALL. THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 27053CO364E, EFFECTIVE DATE SEPTEMBER 2, 2004 CLASSIFIES THIS PROPERTY TO BE WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). THIS DETERMINATION IS BASED ON A SCALED LOCATION ON SAID FLOOD INSURANCE MAP. OVERALL GROSS AREA = 8,008 SQUARE FEET OR 0.184 ACRES CONTOUR INTERVAL IS 1 FOOT. ALL ELEVATIONS ARE BASED ON THE CITY OF EDINA DATUM. (NGVD 29) BENCHMARK: TOP NUT HYDRANT AT THE NORTHEAST CORNER OF 58TH STREET WEST AND BEARD AVENUE SOUTH. ELEVATION = 888.76 FEET CURRENT ZONING FOR 5721 BEARD AVENUE. IS R-1 (SINGLE DWELLING UNIT DISTRICT). MINIMUM SETBACK OF R-1 DISTRICT PER CITY OF EDINA ZONING ORDINANCE. FRONT STREET - 30 FEET INTERIOR SIDE YARD - 5 FEET SIDE STREET -15 FEET REAR YARD - 25 FEET'¢ NOTE: MINIMUM SETBACK REQUIREMENTS ARE ESTABLISHED BY CITY ORDINANCE. THE SETBACK LINES ARE NOT DRAWN ON ANY OFFICIAL MAP FOR THIS SITE. THE LOCATION OF SETBACK LINES ARE SUBJECT TO LEGAL INTERPRETATION AND PLANNING CONSIDERATIONS. THEREFORE THE MINIMUM SETBACKS ARE LIS'T'ED BUT NOT SHOWN ON THIS SURVEY. SPECIFIC QUESTIONS REGARDING SETBACK REQUIREMENTS SHOULD BE DIRECTED TO THE REGULATING AUTHORITY. ADDRESS OF THIS PROPERTY IS 5721 BEARD AVENUE SO., EDINA, MINNESOTA 55410 PID NUMBER = 20-028-24-24-0092 1 � LOCATION MAP:qay(,,v9 NO SCALEIdILfi- ■ F-'-'1 � V 1 O '�, W w > � Low d�- O �Cn rn 00Z W W N �.i E-4 Y 0En w wX O 0 0 z Z L¢_ z a Z N Ld W F_ O ca A U Cn 0 o it 0 x � W N � W v rn [--4 ry o co W Z � �i 0 N CD z CD N 0- W F-'-'1 V 1 tLO Low O �Cn ^' W W �.i E-4 Y 0En w 0 0 z z • z a v' Ld F_ o U A U �+ 0 o it x z W � Y M I-II [--4 ry o co Fit A 0 N DRAWN BY PLM DATE 7/1/14 REVISIONS CAD FILE 23080c.dwg PROJECT NO. 23080 FI LE NO. 1-14-066 SHEET 1 OF 1