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HomeMy WebLinkAbout2002824310155-031820150 V) Lv D z W Q N 30 t895.8 Lri co N SCALE IN FEET 00 0 10 20 30 NO' 1 inch = 10 feet --------------------- 34.6 ------------ E -----=-------------- 34.3 -------------------- 899.1 PROPERTY DESCRIPTION Lot 18, Block 7, HARRIET T MANOR SECOND ADDITION, Hennepin County, Minnesota, together with adjacent half of vacant alley. I hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land. This Survey was performed by me or under my direct supervision and that I am a duly .licensed Professional Land Surveyor under the laws of the State of Minnesota. Signe is day of Au s 2014 For: James R. Hill, Inc. By: Harold C. Peterson, T7and Surveyor, MN License No. 12294 NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OF LOT 18, BLOCK 7, HARRIET MANOR SECOND ADDITION TO HAVE AN ASSUMED BEARING N 89°31'45" W. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. 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 W 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 FH I INSURANCE MAP. OVERALL GROSS AREA= 6,735 SQUARE FEET OR 0.155 ACRES �. 0 CONTOUR INTERVAL IS 1 FOOT. ALL ELEVATIONS ARE BASED ON THE CITY OF EDINA o w L DATUM. (NGVD 29) F�1-�� •� �Ii. z BENCHMARK: TOP NUT HYDRANT AT THE NORTHEAST CORNER OF 60TH STREET WEST AND U!ZENITH AVENUE SOUTH. ELEVATION = 894.47 FEET T���/� � V1 �I W. CURRENT ZONING FOR 5921 ZENITH AVENUE SO. IS R-1 (SINGLE DWELLING UNIT DISTRICT). Q W� p MINIMUM SETBACK OF R-1 DISTRICT PER CITY OF EDINA ZONING ORDINANCE. 0 P o Z O FRONT STREET - 30 FEET - o �- INTERIOR SIDE YARD - 5 FEET U D SIDE STREET 15 FEET z F --I REAR YARD - 25 FEET �I w NOTE: MINIMUM SETBACK REQUIREMENTS ARE ESTABLISHED BY CITY ORDINANCE. THE 0 o U SETBACK LINES ARE NOT DRAWN ON ANY OFFICIAL MAP FOR THIS SITE. THE LOCATION OF SETBACK LINES ARE SUBJECT TO LEGAL INTERPRETATION AND PLANNINGo CONSIDERATIONS. THEREFORE THE MINIMUM SETBACKS ARE LISTED BUT NOT SHOWN ON IH -I MM� m THIS .SURVEY. SPECIFIC QUESTIONS REGARDING SETBACK REQUIREMENTS SHOULD BE Q W W DIRECTED TO THE REGULATING AUTHORITY. W Y .o 00 cp ADDRESS OF THIS PROPERTY IS 5921 Z! AVENUE SO., EDINA, MINNESOTA 55410 N N PID NUMBER = 20-028-24-31-0155 Cq c� A •P EXISTING HARDCOVER SURFACE tXUj PROPOSED BUILDING COVERAGE CALCS O • IRON SET IRON FOUND � .4 .. HOOUSESE LOT AREA = 6,735 S.F. LOT AREA = 6,735 S.F. xt LIGHT POLE ASPHALT SURFACE HOUSE = 731 S.F. HOUSE/GARAGE = 1,620 S.F. CURB STOP GARAGE = 482 S.F. FRONT PORCH &STEPS = 146 S.F. 11T 'I u 6 LANDSCAPE AREA L_vT 24 S.F. DRIVEWAY = L_\J I I v © ELECTRIC METER FRONT CONCRETE SIDEWALK = 59 S.F. ri �u 1000-° OHP EXISTING CONTOURS OVERHEAD POWER LINE � DECIDUOUS TREE 902.3 SIDE STOOP = 14 S.F.. HARDCOVER SURFACE .% _ 37.0%® FENCE LINE AIR CONDITIONER UNIT CONCRETE SIDEWALK FROM DECK = 6 S.F. ' --NORTH LINE OF LOT 18, BLOCK 7, HARRIET MANOR SECOND JDDITION RETAINING WALL CO MANHOLE DRIVEWAY = 1,431 S.F. 134.95 N89°31'45 W x 900.0 EXISTING ELEVATION GARAGE APRON = 16 S.F. 902.1 -- 899.7 DECK = 1) 1.0%(90X..`3) S.F. 127.95 903.95 --_ ; .� ; 2 ,h TOTAL HARD COVER = 2,977 1.0% (901.0)X Proposed. Garage Floor @ Front= ---._ ! o 8 5.2 (901.67)x 44.2% (900.5). ---------- .Proposed Garage Top of Block= 901.6 � 7.0 38.5 x 901,7 Proposed First Floor= 6 7. 1.4 Garage Top of Block= n Proposed House Top of Block= 902.27 p As -built. House Top of Block= c(0 X 1 n'T_ I > C; j Pro posed Lowest Floor= p OD As -built Lowest Ln n 894.25 to t- co rn i Proposed Top of Block C7 a Block o . LIj w¢ at Egress Window= 897.47 at Egress Window= 897.40 w 0: F - J V ¢ W ^R - J O (� z6.0 ------------------- 46.4 ----------------- iLp -, - --- --- ---- ---- H i-% ---- --, F__ q o r ° o L_V I u - 2.0 Q -Z Iii •-� h Y n U LIJ V).� w p w o a; < L 895. 00 Nn- o LLJ ¢ 6.0 8.0 t i , ---KEYSTONE _------ ¢ c� cn^ W p �' RETAINING WALL lo o Li 0-� 40.5 ' (900.5) " 7 da (900.5)x 1'S 127.94 �... (901.3)X 902.1 9Qz.0 "^ o ------RETAINING WALL BACK LIES 0.5' SOUTH OF LOT LINE U rn 2.0 ' 898.8 899.0 9.41' 898.9 �� ��-FENCE CORNER 0.5' SOUTH 134.94 S89036'12' FENCE CORNER 0.9 SOUTH - 8 8.2 t° rn - OF PROPERTY LINE OF PROPERTY LINE 00 b 898.9 '` ''--BUILDER TO LOWER EXISTING a. to RETAINING WALL APPROX 1.0' x 897.5 ' . 898.8 899.1 PROPERTY DESCRIPTION Lot 18, Block 7, HARRIET T MANOR SECOND ADDITION, Hennepin County, Minnesota, together with adjacent half of vacant alley. I hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land. This Survey was performed by me or under my direct supervision and that I am a duly .licensed Professional Land Surveyor under the laws of the State of Minnesota. Signe is day of Au s 2014 For: James R. Hill, Inc. By: Harold C. Peterson, T7and Surveyor, MN License No. 12294 NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OF LOT 18, BLOCK 7, HARRIET MANOR SECOND ADDITION TO HAVE AN ASSUMED BEARING N 89°31'45" W. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. 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 W 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 FH I INSURANCE MAP. OVERALL GROSS AREA= 6,735 SQUARE FEET OR 0.155 ACRES �. 0 CONTOUR INTERVAL IS 1 FOOT. ALL ELEVATIONS ARE BASED ON THE CITY OF EDINA o w L DATUM. (NGVD 29) F�1-�� •� �Ii. z BENCHMARK: TOP NUT HYDRANT AT THE NORTHEAST CORNER OF 60TH STREET WEST AND U!ZENITH AVENUE SOUTH. ELEVATION = 894.47 FEET T���/� � V1 �I W. CURRENT ZONING FOR 5921 ZENITH AVENUE SO. IS R-1 (SINGLE DWELLING UNIT DISTRICT). Q W� p MINIMUM SETBACK OF R-1 DISTRICT PER CITY OF EDINA ZONING ORDINANCE. 0 P o Z O FRONT STREET - 30 FEET - o �- INTERIOR SIDE YARD - 5 FEET U D SIDE STREET 15 FEET z F --I REAR YARD - 25 FEET �I w NOTE: MINIMUM SETBACK REQUIREMENTS ARE ESTABLISHED BY CITY ORDINANCE. THE 0 o U SETBACK LINES ARE NOT DRAWN ON ANY OFFICIAL MAP FOR THIS SITE. THE LOCATION OF SETBACK LINES ARE SUBJECT TO LEGAL INTERPRETATION AND PLANNINGo CONSIDERATIONS. THEREFORE THE MINIMUM SETBACKS ARE LISTED BUT NOT SHOWN ON IH -I MM� m THIS .SURVEY. SPECIFIC QUESTIONS REGARDING SETBACK REQUIREMENTS SHOULD BE Q W W DIRECTED TO THE REGULATING AUTHORITY. W Y .o 00 cp ADDRESS OF THIS PROPERTY IS 5921 Z! AVENUE SO., EDINA, MINNESOTA 55410 N N PID NUMBER = 20-028-24-31-0155 Cq c� A •P EXISTING HARDCOVER SURFACE CALCS PROPOSED BUILDING COVERAGE CALCS O • IRON SET IRON FOUND � .4 .. CONCRETE SURFACE LOT AREA = 6,735 S.F. LOT AREA = 6,735 S.F. xt LIGHT POLE ASPHALT SURFACE HOUSE = 731 S.F. HOUSE/GARAGE = 1,620 S.F. CURB STOP GARAGE = 482 S.F. FRONT PORCH &STEPS = 146 S.F. POWER POLE# 6 LANDSCAPE AREA FRONT STOOP = 24 S.F. DRIVEWAY = 723 S.F. © ELECTRIC METER FRONT CONCRETE SIDEWALK = 59 S.F. 2,489 S.F. 1000-° OHP EXISTING CONTOURS OVERHEAD POWER LINE � DECIDUOUS TREE TOTAL HARD COVER = SIDE STOOP = 14 S.F.. HARDCOVER SURFACE .% _ 37.0%® FENCE LINE AIR CONDITIONER UNIT CONCRETE SIDEWALK FROM DECK = 6 S.F. RETAINING WALL CO MANHOLE DRIVEWAY = 1,431 S.F. x 900.0 EXISTING ELEVATION GARAGE APRON = 16 S.F. DECK = 214 S.F. Existing First Floor Elevation= 903.95 TOTAL HARD COVER = 2,977 S.F. Proposed. Garage Floor @ Front= 901.2 HARDCOVER SURFACE % = 44.2% .Proposed Garage Top of Block= 901.6 Proposed First Floor= 903.96 As -built Garage Top of Block= 901.55 B Proposed House Top of Block= 902.27 p As -built. House Top of Block= 902.25 Pro posed Lowest Floor= p 894.27 As -built Lowest Floor= 894.25 Proposed Top of Block As -built Top of Block at Egress Window= 897.47 at Egress Window= 897.40 W LOCATION MAP DRAWN BY PLM DATE 8/19/14 REVISIONS 3/2/15 Hse. stake 3/17/15 Foundation as -built CAD FILE 23102proposed.dwg PROJECT NO. 23102 FI LE N O. 1-14-094 SHEET 2 OF 3 S