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HomeMy WebLinkAbout1802824410062-09292015Existing FFE= 0 885.4 V) GFE= / . . . . . . 882.6 - .. ' House _,. , ... _...._ �..._ 1 % / / gy9 r - 1 XO -- North Line of Lot 46 xa xa ` X0a2' XOaa Aud. Sub. No. 172 Landscaping6. > t z N89°5$,33„E 135.82 Lo � Xaa3 Xaa�l FND IP 1916 _CL I - X Rta1I �r i _ Z HO El 9x' �' , ---- --- -?- ------------ _ �------------- XaI1GHD o .-- ---- . 60 Z' .1) 0 a -- - x 0p : 8 x xaQ ^ E484�Ei 1 I p ig 0 77"' "31.x0$� 1 X002'. i o "-0 I �^---Ho i j ; ! ! i J o i E 1. x 0 I 1$3 x0�g FFE= o x910 I Xa 885.4 1.. E X U) 1 . o I I ail x I M o co c x BUILDING o 5 I 00 o j L ( XHT= I.Q m xa0 I N �m 0 © ----------- 25.00 ------ C) t S o a x I x0'1`b' .x00' \ / / o I 04 4- /�1 I \ Xao` \I m C 1 LO J I 0, 10.07 a 1 zj� Cfl L e. i xaI py4) Co - -- a -- 30.00 ----o-- X0a Ln t�° w o E "X. I / c � CSP OZ . . .�. i ,Ca O .a X a p L 0�5 u) p O 00 x0 6 J N C p X t ✓ N`ni o x % 30.33 --- ---- ---- 27.3% --- ---- N D _ ; + L I g P. x0a� i 10.06 i i' ami n x Xa { x00L N W I Baa x00' xez j, �..+ t` x = i �� 0 xa i X a2 LLJ a O LJL o N o I x. I. [-or( • r7 i; oi N GFE= C1 883.0 oi x I ar ° w¢ (n x j I 2$ a23 0 02�' a�� Xa o a' X0� 20.12 MAP zs' I 2 . . . . . . . . . ./'I x B cO I Nim O X45, Xa���RsteNo.... Xa XOar�•--------------------------- -------------------- ------ I -- --- - 60. +X,6 x x, x -x x_... x �4 /,FND IP 1/ 2.. - -- X X 0a I o 0 1 -y o I t, I ! FND IP I/2" xa�a x09 N89 58 3 135.63 --�t9-1P 22 i xa I ao� gyp.) South .,Line 6f,,the North 56.00 feet �� . . . . . 1 . . . . . . `` Xa xa0 of Lot 46, Aud. Sub, No. 172 a Xaa\� z House. ,, - l ou se. FFE= 883.7 1 , FND IP 19162 XT11-1 -I I t1 x N LTJ v I- 4- o N'' a x C c � o :DV) o WQ o x i FND IP 1/2" -/F'1N -tP 2241*4 VIVIU:3 :JV 0Z r- 4 Proposed Cond itions Plan -4C.4,IJ IM R 9-52 823 0372 >►a t I r'Lfi i: i YMBER a DD -NESS -------------3L5/-------------- _ encs andCon'struc n E nce Foot Feta d tion Wajl Rei nf r ' FriFou dation, Pre- c I n .and ®S+►alti - Insui ion - PROPOSER Lath { SILT FENCE forth Line of Lot 46, x Xa .2 o D N kud. Sub. No. 172 ' ------- -Land_..s-c=o M aso y FI@ Final ---------- I o x8. .. . 30.00` i 60 ; p a XQa 1 .1 C tD �� I xto., o E xFFE I /' o1( , 885 I E ! W Q a BUILDING o S I CJ X03� HT=l 0 m xa03 Ott 2 . N { X xa0 �• 01 0 3N ;>1 o r` to 0+ L (1 o .� -----=--- 30.00 -__ o---- w o + o ' Q f. J U) r/1 c(X-1d. O d-�- - - - - ----- 27.3% L► a 3: a mow....r _ X02$ 00 „. ;t C) Proposed r 2a Drivewaya�� PROPOSED ROCK. a0.. __ s?; __ _-I+--- (/j - 2 -BERM • ENTRANCE - . . . . . . . . .I co _ _X -Q, ... 3.4% 1 Xa82� X 84.2 A 00 x0aa 0 r f�;? 6 I a . ------------- _ --=- -6 . �� I 0-- _-__,_ -__ (13.0) . . . . . . .1. - ----- --- to ,. 30.01N t FND IP 1/2 \ ouch. Line pf ,the North 56.00 feet i3 . . . . ! a f Lot 46, Aud. Sub. No. 172 a 5*0. x0$26 ------------ 27.3% ---------- 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 ;s 1EM CO d' ,N M a H 3 Please note that the general restrictions for the subject property may have been amended through a city process. T u� We could be unaware of such amendments if they are not in a recorded provided to us. We recommend that a •L 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.� 0)) w o 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 - �� ICRS S0by 1601; Ratio - 21.1% �Q- _ a 12) Proposed Hard Cover - Stoop - 98; House -1851; Deck -66 (beyonc ; Co Ratio - 26.5% �' 1 4111 LJ �104: Oil�H� oes\ Confirm property may be _RBedeveloped prior to demolition Quality ��' Existing Elevations on8 ^ USE ONCI.UDING COPYING, OISTMURON. Am= coNVEyANM OF INFtM %TIOM Existing Fast Floor EIBVatiort =886,4 - ��.. - \�.ry of T" PRODUCE Is STRIMY PROHISITW WITHOUT SATNREBERMUIST. INcb Garlge FlOOr Q•i►ation = 883A E)FRESS WRITTEN AUTHORRATM USE WITHOUT SND AUTHORiZATWH A demolition permit provides no SATs"""ue "" "�LEOOF I " AND E"^" "THE INDEMNIFY 6ATHRE•SER000IST• tNG. OF ALL R68PONSISILfIY. SATHRErSERGOUI8T, INC, RESERVES THE RIGHT To HOLO ANY ILLEGITIMATE USER oR "IST. Proposed Elevations Assurance of permitted future uses "`'`�f°°'ORLO��"��TM'�0A10.�°R'""TE"�E• Proposed Garage Floor Elevation = 884.2 Quality Assurance: Proposed Top of Foundation Elevation = 884.6 Conditions of Demolition/Moving PM: DSP Proposed First Floor Elevation = 886.63 9-O /Q r f-14 ✓ 4' construction fencing shall enclose existing basement perimeter and Field Crew: CL Proposed Basement Elevation = 876.9 excavations with slopes steeper than 1:1. Attach fencing to ini u Drafter. RLS 5' posts buried 1' and spaced at a maximum 10' on center. ✓ DBP Enclose stockpiled soils with properly installed silt fencing. Checked. 3.30 Tree Inventory Trees to be Removed ✓ g Review Date: 330 15 Property must be restored within thirty (30) days of building Vicinity Map: 8" Cedar 8" Cedar (within 10' of Proposed Footprint) demolition/move - utilit#e5 abandoned at the property line wit a 24" Maple 24" Maple (within 10' of Proposed Footprint) permit, foundation demolished with a separate permit, debris1 St ` ` , ST 30" Maple removed, demolition exetivation 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 Q LJI ___building demolition/move, W I Q Wb* rnerIII 111*0011"Mem tJi Q /J ��r±sIaC11CIa1---_ � Eri�t1ik69#1til�I f$bt'io W. :�I�l 52nd ST. a Temporary Rock Construction Entrance/Exit Metal or SILT FENCE MUST BE F- T I 1 7 N R 2 4 INSTALLED PRIOR TO ' �/ f tom' or stakeW DISTURBING 18 17 �a`a sJi R�aa V E,Ga ETATrI.ON X Q I a -To f onityartl etback Ilne FatNfC a:tlttiroDrBgla Q 2 after backfill I!i r�ichbacitfilt� i' Nh LL iii f?lte,;iim tp of J i +unoti'tkrw Q �I 6" minlmm uthickness _ • < ,{ , . a �"�"i.' s?;�" ase' a '6�eti rrdrilR,ilrli W ILTj U U 1 1@" to 3" washed rock • e��17l�at + a a a- a y Y Y c 4th � a �. l Nonwoven geotextlle drainage 12' minlmum + • + L �. wltlth • fit li 1111ril,r um fabrlo under 1 ,/ . , •• a' If f�+ate: l�wanding upon cor nauratlon, maul f tft too wise mestl �nritl I Submittals: Failure to install the Construction Entrance &3112015 Drawinglesued l t>, 6te6t1 a with tie wires. ct� mad pas16 +w'i#h, 6149, before disturbing the site soils and/or failure to 4/1512015 RevleioR-ReerWld Walkout maintain the Construction Entrance will result in Ffgur@63-2. TypkarflnlrHelilavantartan iftm 4/1612015 Revision -Rear top ofwell elevadw Enforcement action by the City. suanals Treelnventcry 10 5 0 5 10 20 SCALE IN FEET SURVEY LEGEND OO CAST IRON MONUMENT Project Location: 1) Site Address: 5132 Gorgus Ave, Edina, Minnesota Edina, Minnesota Client: 2 Gross Land Area: 7,600+/- Sq. Ft. or 0.174+/- Acres MJ Miller Construction 1014 Prairie Ridge Lane Lester Prairie, Minnesota 3) Benchmark: MNDOT GEODETIC MONUMENT #11513 (MEDIAN MN053) ELEVATION= 881.002 feet (NGVD29) 4) This survey was prepared for the purpose of preparing a building permit application to the city for a new house. O Consultant: ; Z Z 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; ��-n+ V W < PRINCIPAL STRUCTURE SETBACKS- Front 30' Side 12' total with no less than Yon one side W m ELECTRIC METER Rear 25' 1 ;s 1EM CO d' ,N M a H 3 Please note that the general restrictions for the subject property may have been amended through a city process. T u� We could be unaware of such amendments if they are not in a recorded provided to us. We recommend that a •L 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.� 0)) w o 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 - �� ICRS S0by 1601; Ratio - 21.1% �Q- _ a 12) Proposed Hard Cover - Stoop - 98; House -1851; Deck -66 (beyonc ; Co Ratio - 26.5% �' 1 4111 LJ �104: Oil�H� oes\ Confirm property may be _RBedeveloped prior to demolition Quality ��' Existing Elevations on8 ^ USE ONCI.UDING COPYING, OISTMURON. Am= coNVEyANM OF INFtM %TIOM Existing Fast Floor EIBVatiort =886,4 - ��.. - \�.ry of T" PRODUCE Is STRIMY PROHISITW WITHOUT SATNREBERMUIST. INcb Garlge FlOOr Q•i►ation = 883A E)FRESS WRITTEN AUTHORRATM USE WITHOUT SND AUTHORiZATWH A demolition permit provides no SATs"""ue "" "�LEOOF I " AND E"^" "THE INDEMNIFY 6ATHRE•SER000IST• tNG. OF ALL R68PONSISILfIY. SATHRErSERGOUI8T, INC, RESERVES THE RIGHT To HOLO ANY ILLEGITIMATE USER oR "IST. Proposed Elevations Assurance of permitted future uses "`'`�f°°'ORLO��"��TM'�0A10.�°R'""TE"�E• Proposed Garage Floor Elevation = 884.2 Quality Assurance: Proposed Top of Foundation Elevation = 884.6 Conditions of Demolition/Moving PM: DSP Proposed First Floor Elevation = 886.63 9-O /Q r f-14 ✓ 4' construction fencing shall enclose existing basement perimeter and Field Crew: CL Proposed Basement Elevation = 876.9 excavations with slopes steeper than 1:1. Attach fencing to ini u Drafter. RLS 5' posts buried 1' and spaced at a maximum 10' on center. ✓ DBP Enclose stockpiled soils with properly installed silt fencing. Checked. 3.30 Tree Inventory Trees to be Removed ✓ g Review Date: 330 15 Property must be restored within thirty (30) days of building Vicinity Map: 8" Cedar 8" Cedar (within 10' of Proposed Footprint) demolition/move - utilit#e5 abandoned at the property line wit a 24" Maple 24" Maple (within 10' of Proposed Footprint) permit, foundation demolished with a separate permit, debris1 St ` ` , ST 30" Maple removed, demolition exetivation 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 Q LJI ___building demolition/move, W I Q Wb* rnerIII 111*0011"Mem tJi Q /J ��r±sIaC11CIa1---_ � Eri�t1ik69#1til�I f$bt'io W. :�I�l 52nd ST. a Temporary Rock Construction Entrance/Exit Metal or SILT FENCE MUST BE F- T I 1 7 N R 2 4 INSTALLED PRIOR TO ' �/ f tom' or stakeW DISTURBING 18 17 �a`a sJi R�aa V E,Ga ETATrI.ON X Q I a -To f onityartl etback Ilne FatNfC a:tlttiroDrBgla Q 2 after backfill I!i r�ichbacitfilt� i' Nh LL iii f?lte,;iim tp of J i +unoti'tkrw Q �I 6" minlmm uthickness _ • < ,{ , . a �"�"i.' s?;�" ase' a '6�eti rrdrilR,ilrli W ILTj U U 1 1@" to 3" washed rock • e��17l�at + a a a- a y Y Y c 4th � a �. l Nonwoven geotextlle drainage 12' minlmum + • + L �. wltlth • fit li 1111ril,r um fabrlo under 1 ,/ . , •• a' If f�+ate: l�wanding upon cor nauratlon, maul f tft too wise mestl �nritl I Submittals: Failure to install the Construction Entrance &3112015 Drawinglesued l t>, 6te6t1 a with tie wires. ct� mad pas16 +w'i#h, 6149, before disturbing the site soils and/or failure to 4/1512015 RevleioR-ReerWld Walkout maintain the Construction Entrance will result in Ffgur@63-2. TypkarflnlrHelilavantartan iftm 4/1612015 Revision -Rear top ofwell elevadw Enforcement action by the City. suanals Treelnventcry 10 5 0 5 10 20 SCALE IN FEET SURVEY LEGEND OO CAST IRON MONUMENT 91 A/C UNIT E.: BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL -- CTV - CABLE TV 4 FLARED END SECTION O ELECTRIC TRANSFORMER CONCRETE CURB M GATE VALVE 0E ELECTRIC MANHOLE CONCRETE < GUY WIRE E0 ELECTRIC METER HYDRANT 0 GAS METER ao CONTOUR EXISTING CONTOUR PROPOSED O SURVEY MONUMENT SET © GAS VALVE DT DRAIN TILE 0 SURVEY MONUMENT FOUND -°-°--°--- GUARD RAIL ELC- - ELECTRIC UNDERGROUND Q SURVEY CONTROL POINT H HAND HOLE -X-X- FENCE i LIGHT POLE SOIL BORING -- FO FIBER OPTIC UNDERGROUND `Q_-> POWER POLE TREE CONIFEROUS GAS GAS UNDERGROUND OS SANITARY MANHOLE TREE DECIDUOUS oHu OVERHEAD UTILITY ® SANITARY CLEANOUT TELEPHONE MANHOLE HIIIIIIIIIIIHIR RAILROAD TRACKS -- SIGN D TELEPHONE PEDESTAL > SANITARY SEWER x972.5 GROUND ELEVATION - TRAFFIC SIGNAL >> STORM SEWER 0 STORM DRAIN Ou UTILITY MANHOLE TEL TELEPHONE UNDERGROUND ST STORM MANHOLE © UTILITY PEDESTAL UTL UTILITY UNDERGROUND t� YARD LiGHT WELL I WATERMAIN