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HomeMy WebLinkAbout2002824310084-102720151J) d I n >. q,it �a 'si t�'�"�IJ. IF tR INSPECTIONS tt 952 826 ):. E.I' MIT NUMBER and ADDRESS tit + rrce and Construction EntrajX iD ion %'',€arll Reinforc- ___r=i:xlii3 ation Pre-backfiN KV and sheathing - In ula 'Ori o Fir 7 W A Uzi, Residential "• ck Coiistruction Exit o -15* 1nJt1.1 1-9th1 ii: +i•.i1�I 3•.r. •. ..� p ..:111.1.-•�sZ �•�i2}�Li�t�i�i��di ".,_ _.. 13r 6" minim um thickness 1 1/2" to 3" washed rock 1 Non -woven geotextlle drainage 12' minimum fabric under � _/width 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. viae rolrrsEclr mwit t ��h Elairiestira Iatbdo U0111 orwood-SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION F andwrop Imt1O baaldill with lwmeO nalulral wail 04-mmon of • i' �:� YIGIk rnini1711.1m Natural still ° w Nolm D"ncffirig capon conti umlon, wa m rabft to wirer meth whit boa rags, &Wel posts wlth tle wires, ar wood pn51s %VAh stapos. Figura B.3 -Ir: 1Vplc4irFslaat WI6n SIH fdrrt w 1 WORK HOTTRS: 7:00arn to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR Ij0LIDAY' Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter arc excavations with slopes steeper than 1:1. Attach fencing to min 'mum 5' posts buried F and spaced at a maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. 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. DRAWN a m prope may be 1pe ri to demolition A demolition permit provides no Assurance of permitted future uses I POSED CONDITIONS - 0 13.94 - FFE= A 6 I n -r 1 F L -V 1 1 .) v EXISTING = A - -------35------- - HOUSE OD I S89°37' 1"E 128.13 i• -L.+ x 889.6 x 889.7 x 891.8 11887.2 x x 888.1 x 889.1 k 888.8 x 889.0 i rn� x 892.4 N FND IP I/2 x888:9 - x 889.0 \ o, - / 86.8 / 9.1 $89.3 8 9. 8 1.3 -HU--- "� 892.4 �rn 1 886.9 _ `, `i' 1 _._._ riv- .9 O X(8 s.oi ,.- X 4 " x 8 X(889. . __........-,. ,.._ ....../ :.- 889.9 =--- _..__ x 8 9 5 , . -- 1 887 x 54.0 to 0 X 888.4 670%N, x 89.6 x p I� o� O / PROPOSED FULL BASEMENT 2 0 �� 4 8:7 ��\� o 0) r 5841 BEARD AVE S. ----!- 1-- j c-�• 88$.5 7.0 1 (889, J)X r co 35.3 ;I I H �) _ �i I �s9.6 x BLOCK 4) n ° /aa x 00 t47� C � o " 0i 8189.4; I LOT 14 °' o Co i F-- �_ of � rn O 00 I 3t31i o00 ` x 888.4 I II cn 8 `b 889.7 x { (I \2� °o (n00 es 45.0 x 889.4 x 86 8 7.0 (� I X(887. i) 88.1 x7.0 . 887f& 8$9.4 x l._ /'.. i87.3 887. -� W x 8i4 - ' MM NO IP �• ---' � W / 887j3 __P<P0SED S ~- 4 [ x 8 2.9 �' 888.6 x RET. WALL ��� I �. 00 xs9o.5 N$9°37'49"W 128.01 PROPOSED 6 EXISTING SIL T FENCE - -------35---____ FFE= HOUSE 894.3 1 �l1 L.V 1 I Q OT 703 890.941 TNH= SEDIMENT & EROSION CONTROL NOTES Storm water, Sediment, and Erosion Control Contact: Matt Blackketter LDK Builders Inc. Phone 612-886-5963 Construction Sequencing 1. Install rock berm entrance. 2. Install silt fence around construction site. 3. Strip and stockpile existing soil. 4. Stabilize stockpile areas. 5. Excavate for new house foundation. 6, Pour and backflil foundation. 7. Construct new house. 8. After construction completion, stabilize with seed, sod, and/or landscaping. 9. Remove silt fence and reseed areas disturbed by removal. Erosion Prevention The contractor is for planning and implementing appropriate construction phasing, vegetative buffer strips, horizontal slope grading, and other construction practices that will minimize erosion. To limit soil erosion, all areas of exposed soil must be stabilized within 14 days of construction being temporarily or permanently ceased. The normal wetted perimeter of any temporary or permanent drainage ditch, Swale, or diverter around the site must be stabilized within 20 lineal feet of the property edge, or from the point of discharge into any surface water. Stabilization of the last 20 lineal feet must be completed within 24 hours of connecting to a surface water. The remaining portions must be completed within 14 days connecting to surface water and construction In that area and construction in that area has been completed, Sediment Control The contractor is responsible for preventing or minimizing sediment loss from construction where runoff can enter into environmentally sensitive areas and drainage systems. Sediment control measures must be installed down gradient prior or in conjunction with soil disturbing activities. Storm drain inlets must be protected with sediment capture devices prior to soil disturbing activities and remain in place for the duration of construction. A rock construction entrance must be installed to minimize sediment tracking into the streets by vehicles. If the rock entrance is not adequately minimizing sediment tracking, street sweeping is to be used. Inspections and Maintenance It is the responsibility of the contractor to maintain erosion and sediment control devices throughout the duration of construction. Including inspection and repair of all devices and disturbed areas. The actual installation and modifications to erosion and sediment control devices may differ from the control plan to help prevent water runcfiF based on actual field conditions. Stormater Control Final grading of the construetion.site will allowfii of storm water and maintain existing drain patterns as'mush as passible to':avoid any damage 164d b6h propo es. I hereby certify that this plan or specification was prepared by me or under my direct supervision and that i am a duly registered professional engineer under the laws ofthe State of Minnesota. 1 4 Nathan R. Hermiir, P.E. Date: 10-06-15 � Lic. No. '( 7 7 8 Z_ DATE REVISION 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that pain a duly Licensed USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated s 6th day of October, 2015. AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RiGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY , Alm LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 RESULTING FROM ILLEGITIMATE USE. ---I --- ,,,,,„ w� OPM SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 NFR S DESCRIPTION OF PROPERTY SURVEYED Lot 14, Block 4, HARRIET MANOR, according to the recorded plat thereof, Hennepin County, Minnesota. NOTES Site Address: 5841 Beard Avenue South, Edina, MN 55410 This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No. 27053C0364E, effective date of September 2, 2004. The Gross land area is 6,408+/- square feet or .147 +/- acres. Elevations are based on TNH ELEV @ 5845 Beard Ave S., Edina= 890.94 Feet The current Zoning for the subject property is R-1 (Low Density Single Family Residential District) per the City of Edina zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Edina web site. SETBACKS: Front Average Distance = 35 Feet Side = 12' Total, 5' min. Rear = 25 Feet Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us, We recommend that a zoning letter be obtained from the Zoning Administrator for the conclusive restrictions for this site. We have shown the location of utilities on the surveyed property by observed evidence only. Existina Elevations Existing First Floor Elevation = 890.8 Purposed Elevations = ro;,osed Garage Floor Eie rlrion = 899.5 Propns('d First? loov i=i=:tiF3ir;:;^. = 891.8 Proposed Top of Foundation Elevation = 889.8 Pmposrd Basement Elevation OA A/C UNIT Proposed Hardcover ® Lot Area = 6,408 S.F. © CABLE TV PEDESTAL House Area = 1902 S.F. BUILDING SETBACK LINE Stoop Area = 96 S.F. FLARED END SECTION Total Area = 1,988 S.F./6,408 S.F. = 31.02% Trees Removed 10" Maple 4, 4" Arborvitae 24" Oak DENOTES TREE REMOVED LgAIAy lda�o2.%�a�,3�•oag� BUILDING DEPARTMENT OCT 2 7 2015 CiTY OF EDINA ' RR's � Bearings are based on the Hennepin County Coordinate System (NGVD -1929.) 20 10 0 10 20 40 SCALE iN FEET SURVEY LEGEND 10 CAST IRON MONUMENT OA A/C UNIT BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL -- ---- -•USBL------- BUILDING SETBACK LINE 4 FLARED END SECTION O ELECTRIC TRANSFORMER CTv CABLE TV N GATE VALVE ® ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE © ELECTRIC METER- CONCRETE 'Cf HYDRANT © GAS METER 1960 CONTOUR EXISTING • SURVEY MONUMENT SET © GAS VALVE Csa��___- CONTOUR PROPOSED • SURVEY MONUMENT FOUND GUARD RAIL DT DRAIN TILE SURVEY CONTROL POINT ❑H HAND HOLE ELC ELECTRIC UNDERGROUND LIGHT POLE lq� SOIL BORING -X-X- FENCE c*-.) POWER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND Q SANITARY MANHOLE TREE DECIDUOUS cAs GAS UNDERGROUND ® SANITARY CLEANOUT (1) TELEPHONE MANHOLE 0Hu OVERHEAD UTILITY -� SIGN D TELEPHONE PEDESTAL H'' "„ rrm riTH r'I f+ RAILROAD TRACKS 972.5 GROUND ELEVATION a== - TRAFFIC SIGNAL > SANITARY SEWER ® STORM DRAIN ® UTILITY MANHOLE » STORM SEWER sQ STORM MANHOLE 2 UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND i� YARD LIGHT ® WELL UTL UTILITY UNDERGROUND I WATERMAIN TWP.028 - RGE.24 - SEC.20 FILE NO. Project City- Edina C E RT I F I CAT E OF SURVEY Hennepin County 5035-118 PREPARED FOR: LDK BUILDERS