Loading...
HomeMy WebLinkAbout1802824410062-11302015Existin nditiCoons Plan ........... t� �1 i I . --- North Line of Lot 46, x$ Lax8 i t i i 1 Aud. Sub. No. 172 ndscapingr:3 5 t Xt z OI- ------------- ----- r- h \ ($: ' I x$83' Q6 8 188 Y x88 4 8r 4: aS� ¢ aBL� m 0 X I H4 P_ L' i s r. a- -r.s o [ I 1 1 [._I ti° . W I X FFE= f] 1 x8189 885.4 w a tC,4= V) X GFE= x x i .•.. 882.6 J to O \. House < GUY WIRE O ° w r J V) x I I' X' 27.3`/- -'o I X GAS VALVE ,MAP 24" FND IP 1916? ' �,.. 135.82 � x86 $ 877.8 -� _ _N89°58'33ttE _ Q �0 -i - NO g°� M -..... ..., \q, 816 X,6 X < 8`L' 1a� X 4Hp x$ O X X81a LI c11-. 0- Y - FIBER OPTIC UNDERGROUND i Z• I '� -_ - o o$ gg/ n x882• ` TREE CONIFEROUS m 0 X I H4 P_ L' i s r. a- -r.s o [ I 1 1 [._I ti° . W I X O OO f] 1 x8189 - CABLE TV w a tC,4= X I o X °y i Ho rI_LF _CI o I [ P -. x i .•.. ev X8 6 N J to O x 1. < GUY WIRE O ° w I I I� J V) x I I' X' 27.3`/- -'o I X GAS VALVE ,MAP 24" t • x8 o X .y I 16� x810 1�Iif64 ' X$ 1 �I - _ I x,6 - ELECTRIC UNDERGROUND Q x88 ,; HAND HOLE - 816 < 8`L' W 826 X X81a LI c11-. 0- Y - FIBER OPTIC UNDERGROUND i pND IP I/2„ X TREE CONIFEROUS - - (,AS- GAS UNDERGROUND --- x ,•5 TREE DECIDUOUS OHu OVERHEAD UTILITY 1 L I SANITARY CLEANOUT(1) TELEPHONE MANHOLE 11 I I I I I H I H H T RAILROAD TRACKS -�- SIGN 0 TELEPHONE PEDESTAL > SANITARY SEWER „972.5 C O X I Z_ 7 _L 1 l .T. - --------- j 25.00 ------ 8 TRAFFIC SIGNAL » STORM SEWER ® � O UTILITY MANHOLE TEL TELEPHONE UNDERGROUND Q 8 I a,., = .._. I x8.-. SAP 'itl" I IT0O x I x810. X880. 8\� X8 . . . \. YARD LIGHT �CW� WELL I 10,07 E j . I x818\ :e i y° 0) ° I Op •0 x C ° .. O I 8°? =' x88\' - 6 O x 10.0 m 0 x8 I ti° x W I X O OO f] 1 x8189 - CABLE TV w a tC,4= X I o x811$ ELECTRIC TRANSFORMER a°z - i i I ev X8 6 N J to O x 1. < GUY WIRE O ° w t I V) J V) x I I' X' 27.3`/- -'o I X GAS VALVE ,MAP 24" t • x8 o 20.12 - _ I x,6 - ELECTRIC UNDERGROUND Q x88 ,; HAND HOLE - 816 < 8`L' W 826 X9111, -, O. 882 - FIBER OPTIC UNDERGROUND i pND IP I/2„ X TREE CONIFEROUS - - (,AS- GAS UNDERGROUND --- x r7� ' GFE= 883.0 xBUII DING ° III 16.0 m x8821 CD U) ` Q 8 (L ) 11 8. � X O OO f] X$ 8822� - crV -- - CABLE TV 4 c°N Ln . F-7 ELECTRIC TRANSFORMER I'• ---- - ' o---- t30.00 ° © ELECTRIC MANHOLE 1. CONCRETE < GUY WIRE O ELECTRIC METER CONTOUR EXISTING J V) O GAS METER 9so - CONTOUR PROPOSED O 27.3`/- (0 GAS VALVE Cd - DRAIN TILE • SURVEY MONUMENT FOUND -° -° °-- GUARD RAIL .3X\ - ELECTRIC UNDERGROUND Q x88 U11 HAND HOLE x8,5 I FENCE < 8`L' W 826 I O. 882 - FIBER OPTIC UNDERGROUND •'� � POWER POLE - 00 TREE CONIFEROUS - - (,AS- GAS UNDERGROUND O SANITARY MANHOLE ,•5 TREE DECIDUOUS OHu OVERHEAD UTILITY ® SANITARY CLEANOUT(1) TELEPHONE MANHOLE 11 I I I I I H I H H T RAILROAD TRACKS -�- SIGN 0 TELEPHONE PEDESTAL > SANITARY SEWER „972.5 GROUND ELEVATION O 826 TRAFFIC SIGNAL » STORM SEWER ® � O UTILITY MANHOLE TEL TELEPHONE UNDERGROUND Q 8 I a,., = .._. I x8.-. SAP 'itl" I [0 UTILITY PEDESTAL . . . . . . . . . . . . . . . . . . \. 873.3 i 882y . X$$'+j.. e _x 8.58 ,• I i x8 826 I - Q d ------------------------- --- • ui I I 2 a - 26 ' x882\ `.. N 876.8 x816, ! FND IP 1/2° / / 0 1� 18� x819 N89°58'3 135,63 �; • 1 x$ �* 6 5 -South. Line of �the North 56.00 feet FND IP 22414 x8 x�x�$2 of Lot `46; Aud. Sub. No. 172 t1i X$�,\�. ! . . . . . 875.7 # / ./ House. FFE= I 883.7 �•` � . Proposed Conditions Plan PROPERTY DESCRIPTION The North 56 Feet of that part of the West half of Lot 46, Auditors Subdivision No. 172, Hennepin County, Minnesota, Lying East of the West 135 Feet thereof, except street NOTES 1) Site Address: 5132 Gorgus Ave, Edina, Minnesota 2) Gross Land Area: 7,600+/ Sq. Ft. or 0.174+/- Acres 3) Benchmark: MNDOT GEODETIC MONUMENT #11513 (MEDIAN MN053) ELEVATION= 881.002 feet iTiGVD29) 4) This survey was prepared for the purpose of preparing a building permit application to the city for a new house. 5) This survey was prepared without the benefit of a title commitment. There may be easements of record encumbering this property that are not shown hereon. 6) The property description was obtained from county tax information. This may or may not be the legal description of record. 7) We have not placed a Gopher State One Call for this survey. There may be other utilities serving this site that are not shown hereon. Therefore extreme caution must be exercised before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Zoning Information: The current Zoning for the subject property is R-1 per the City of Edina's zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the zoning requirements (Sec. 36-438) found on their web site on the date of March 31, 2015 and are as follows: PRINCIPAL STRUCTURE SETBACKS' Front 30' Side 12' total with no less than Yon one side Rear 25' P1ease note at the general restrictions for the subject propertymay haoe been amended through a city process. We could be unaware of such amendments if they are not in a recorded provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site: 9) Verify sanitary sewer service elevation prior to any concrete work. 10) The proposed house as shown hereon was obtained from plans prepared by D.F.P. Planning and Design dated 3-22-15. 11) Existing Hard Cover - Shed - 85; House - 1239; Deck - 268 (beyond the 150 that is allowed; Cant - 9; Total - 1601; Ratio - 21.1% / 12) Proposed Hard Cover - Stoop - 98; House - 1851; Deck -66 (beyond the 150 that is allowed); Total - 2,015; d Ratio - 26.5% Existina Elevations E)dsting First Floor Elevation 885.4 / I i Epsting Garage Floor Elevation ` 1 31.5'/- -------------- - - - - - - - - - - - - - \ ^_ V ` { / n: i I Proposed Elevations N Proposed Garage Floor Elevation = 883.9 Proposed Top of Foundation Elevation = 884.3 Proposed First Floor Elevation = 886.33 I Proposed Basement Elevation = 876.6 I House - PROPOSED , 1 6�9 � SILT FENCE • x8 1 ------ x d XML X88 i 1 AudhSulbeNo. 17246 x8 Landscaping o .......i tt g5• t �. OS#2 I a FND IP 19162 I �... ...,N89058 -133"E - ...N89 5$ 33 E 135.82 X8 t x861 883.72 -__ ° . .o 877.8 . . . . . --------------- 0 ---------- z _ �� _ r 0 8S Ho 60.15 g9 ��� 0S#I I t �w ,, 3�0.�� ��' �1 11 , 1 0 0 o_ I ------ ^-'�_----------=60-- -------------- X x811 x x DHO / 882.2 i Ln �- 2 (883.0) '� (883.5)X Ln �o .. dt' 8' cj 8 I$8h� -- ---__ -- -- ----L-, -- I oa s8/ I 882 x88 ' $e (83.5) �r o 5 X I nHo r :x4,�-:;.:.,: e , , - ._. 840 XOa�� 1 �, X$Z2• . �'"' o I H 880 Stde�SB' (8$i 4' Xi a' j -L X(88 .2) ti t � - I ° I • 879 A � --.•- . I w I / y 4 16 885.7 e 8? o I ; I x 8 I 1g.I ` °� o X .,� g.5 x8 ._, , rh.+:M, .I...3. -[._� - i ( r ,� ` <::;. .TFDN xF .. - 18. I x01 4 P I 1 i, ,L 11 ,885 I i H X - - r % _ 1 I O I x I 00 00 co x I r` '✓ 1 P r S `i ; d I I i'� I xBUILDING 0 '�b j _ 6 • 8� ° O I L I >, I r I L00 N i NTS= 19.0 x88 ------ O -- -- 25.00 ------ 6 :._.._._.._.... ? ��2° % n o ° x882. I I O �° x I xae° (879. X'' GI 11 ILIJ.._ ���p oo i o I 4 O 1� a� I $ i 0 00 a °' o I 5i O o 1 ' 1' 1171%1 6' I ;� o + I E f 878 I x8 ° PROPOSED t2 Y) 00 0000 00 I o o '' x88 l7 0° o i 5° r` (87� 7 W4 o II II �S --- -- o z a� WALLS ro _' II _1 30.00 -o---- °' E I 9.;' '- o W W W - i cD o „ �; w x o I I (878.0) 02 (819. )X 6 W= O LL LL- o t o.-. ,n Q� (n �!] C0 U _ O x88 X i $2• �• LL .li] C a Y L ,. __. u7 J-,. .i rh o o v ---------- 27.3'/--------- 0 x cp _ I La ' Ln LQI - x8 : 1 ao'i a x811 i �tio X887815) 2 - ----�. I 829; g5` I I x882. e 4,78 e x8 I X8 ,..._ 1 I X N W ( I x818 I 2.00 2 I 6 21 . I L = t I :': 88 82 W g2 88 . L _ x 1 x. _. ._.._.... .... _ _ _ _ x o N o j x81 $ I i I, .... OZ I a m X88\6 N 884.0 i V+ a I / 1 rn % - - o I I/ J, 'r p_ GFE= X 1 N GFE 0 00 ;; (n ° X o, i ti°' ° o <�� 883.0 i Q Proposed ,_�; °O - o O I 1 D o 1" O; L II co Driay 1 O O ,-- r PROPOSED ROCK o to I !,---- 1.: L-,:� W ! 82�. 821 I :� 2 w¢ (n i W I p X - W ,,- ; I 877.5 X , = -�.- I W C x8 .. _x8_- _. I_..._.. .. .._ ._. _ _._. BERM ENTRANCE _ V) I m i ( ) (8 8.0) x$ $\� x x t :x £ ° •; PROPOSED 165 �y X (878.7jX xg�L--__ . _ t I X882 _._. . \ SILT FENCE x8 p _. -$2� 2.00 X( 83.9 I 83 x$8\9. 6 1 11 " 1.4 X 4 i s ey,2 M I 882 I x8 / q) ( ) x`5.67 . _, x8 883.3 1100 \ ro I 1 ° I 878 Si SB I . x8 26 1 x x81 I (891.0) Io _,..o' oX{-883.9)H '`�,_ �$ I ------------- --------60---------------------------- Xg 1 ' -lax. I '1"'� 879 I I Lo (882.0 -•- 883.0) f- I I o - 1 (3.0)1 I. n LO 8 _.. _x - \ 2. 883 t X$ , - ND IP I/2" 6 x �- bS#3 30.01 876.8 X81 I OS#4 ( 883.19 FND IP I/2" 0 11� x818 x819\ N89°58' " ssLsS 6 135.,63 �' S t- South. Line of the North 56.00 feet \� 1 x8 8°. 82 e 1 o FND IP 22414 x8 - x8 of Lot 46, Aud. Sub. No. 172 X ,\ 875.7 i......... House. FFE= . . i HOOKUP 883.7 DRAIN TO SUMP I �------------ 27.37- -- 5=------ , Tree Inventory Trees to be Removed 8" Cedar 8" Cedar (within 10' of Proposed Footprint) 24" Maple 24" Maple (within 10' of Proposed Footprint) 30" Maple Asbuilt Elevations Asbuilt Garage Floor Elevation = 883.95 Asbuilt Top of Foundation Elevation = 885.68 Asbuilt First Floor Elevation =886 3 Asbuilt Walkout Elevation = 8f7.62 N0111 Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 10 5 0 5 10 20 SCALE IN FEET SURVEY LEGEND OO CAST IRON MONUMENT fAl A/C UNIT BITUMINOUS ® CATCH BASIN f] CABLE TV PEDESTAL - crV -- - CABLE TV 4 FLARED END SECTION F-7 ELECTRIC TRANSFORMER CONCRETE CURB * GATE VALVE © ELECTRIC MANHOLE 1. CONCRETE < GUY WIRE O ELECTRIC METER CONTOUR EXISTING HYDRANT O GAS METER 9so - CONTOUR PROPOSED O SURVEY MONUMENT SET (0 GAS VALVE - DI - - DRAIN TILE • SURVEY MONUMENT FOUND -° -° °-- GUARD RAIL - eL.c-- - ELECTRIC UNDERGROUND Q SURVEY CONTROL POINT U11 HAND HOLE -X-X- FENCE LIGHT POLE SOIL BORING - FO - FIBER OPTIC UNDERGROUND cO--) POWER POLE I' TREE CONIFEROUS - - (,AS- GAS UNDERGROUND O SANITARY MANHOLE ,•5 TREE DECIDUOUS OHu OVERHEAD UTILITY ® SANITARY CLEANOUT(1) TELEPHONE MANHOLE 11 I I I I I H I H H T RAILROAD TRACKS -�- SIGN 0 TELEPHONE PEDESTAL > SANITARY SEWER „972.5 GROUND ELEVATION S== - = - TRAFFIC SIGNAL » STORM SEWER ® STORM DRAIN O UTILITY MANHOLE TEL TELEPHONE UNDERGROUND Q STORM MANHOLE [0 UTILITY PEDESTAL uTL UTILITY UNDERGROUND 0 YARD LIGHT �CW� WELL I WATERMAIN Project: 5132 Gorgas Ave l�•an•�`t•ql - 006. Project Location: Edina, Minnesota Client: MJ Miller Construction 1014 Prairie Ridge Lane Lester Prairie, Minnesota Consultant: �n O co Z 17 U) to Lo 0 Q V Q W Ima 1 � W a O Zm O ♦^ to (/ J to Quality Control: USE (INCLUDING COPYING. DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT Is STRICTLY PROHIBITED WITHOUT SArHRE eeacnulsr, INC.§ EXPRESS WRITTEN AUTHORQATM USE WITHOUT SAID AUTHOR17ATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE•BERGOUIST• INC. OF ALL RESPONSIBILITY. C, IN C,RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE Quality Assurance: PM: DBP Field Crew: CL Drafter. RLS Checked: DBP Review Date: 330-15 Vicinity Map: 51- s r '�; ; ; STo Q W � � � O Q 52nd STo TI17N R24� �� evil 18 17 z x� .r" Q I Q 20 T I _M 54 h/ S T al 1H r Submittals: 3131/2015 Drawing Issued 4/152015 Revision - Rear Grades and Walkout 4/16/2015 Revision - Rear top of wa0 elevation 9/8/2015 Tree Inventory Tree Protection Revised House Elevations 10/2/2015 Added step to egress area 10262015 Staked House 11/172015 Foundation Asbuilt 11/302015 Revised trusses - First Floor Sevation Signature: Hereby Ce that this su vey, plan or report was prepared by me or under y direct supe ' 'on and that 1 am a duly Licensed Land Surveyo under the la f the State of Minnesota. Dated this 15th ay of April 1 . AV� C-�w`►En mn.� David B. Pemberton- PLS Minnesota License No. 40344 pemberton@sathre.com Title: Foundation Asbuilt �z U,ox6,AS 11Y;zz3q File No.: 59400-017 Sheet: Sheet 1 of 1