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HomeMy WebLinkAbout2002824240138-01282015M FND IP 9235 • 1 FND IP 92351 ' 60 W 889.3 r 00 O M�Ln CO w O N O Oc U) s 0 N Co Co 11 896 �I 1 8912.5 x EXISTING CONDITIONS GFE= I 834 EXISTING 1 HOUSE F� 5 N819 5�nW 13 4.7 3 893. re /110 / FND IP- 24992 \ l \ \ o \ rw- \ < \ > \ 7 � \ J J \ \ D 5 MAR /4 \ \ \ 5.5 CD 394. 5, 89 .8 --�� C7 o \ d' x 89 .I mrn i YK 3 \ _EXISTING FENCE O \ O \x 94.51 . I \ N �� � o N P NC O 8 _8 \ O - q00 8967 X >- \ Ln w J ( F0 J e /i/�/.t/ 7 71 r FND PINCH TOP 1/2' \ PROPOSED CONDITIONS \ I I -IENCING IS FND Ip/24992 \ /REQUIRED w 60 J / < ty;�72 00 GFE= / \ \ yt.. arc, 0 W 133 813 EXISTING i /,T v > 1 HOUSE _ PROPOSED 7 \ 889.3 1 193 FF ; SILT FENCE \ onstruc} on Entrance $ 5 l o <,Itd C '{ 1 00 N�9° 'SD�W 134.73 l 892.5 x > I \ H 893.2 �� rb FND IP Y/2 n' WaM Reinforcing E'-1 893.1 i.0% 893.3 8955 /4 \ al i a 8 0.5 895.5 C� i'i FND IP 9235 O ,�..�r`c ndtlon r rcaCiCfiN I O O �' rn -L.B ,n _ . -$94. [891.8 M � ° 30 w 46, g . W O y,..,.,.. Fram nq ani Sheathing F�-.1 d- to N 893.1 k 'n �$ 894.1 x 894.1 j \ 00 ai rh \ a....�. 1 � _ 0.4m - v `� % Z. 1 SLOT 8 x 89 .1 / ,...Insulation � PROPOSED � 24.3�i Lath PROPOSED ROC -- --_ 0 91'f'', x. "� 90 FULL B�SEMENT 894.2 II EXISTING = ;9 .� BLI�CK 3 BERM ENTR NC FENCE O ,...,..Drywall ; o 2. X N Masonry Firelave7 - s� .b CP j o 1 N; .. c 019 1 ���'�� x 894.5 I N 0 55.0 Q - L 25 ° co O , .8 � I I. % o J Sg5^kN P NC O • � x ' �n arr.w FND IP 9235 I \ 889. o Sco N9• PT x892.7 1 /8 8 _ - 00 / �8co ( -N89031154 13J. 13 .74 r x� 8967 0 x / EXISTING I cD �' \ I 60 ro \ l 893. _ -� 00 �1 27 FFE= HOUSE / 15tt�1� �N to co Q \ 1 I 893. 894.8 / - I 7 7 1 r,T 7 J , �'L.�. / MATERIALS; llUMP"'L:RS- `\ AND PORTABLE TOILETS WORK HOURS: 00 co� I SHALL NOT BE STORED IN m co/ I \ \ FND INCH TOP 1/2' RIGHT-OF-WAY 7:00am to 7:00pm Monday through Friday I �� co co I \ 9:00am to 6:OOpm Saturday \ A i A TTPTT A T c� TTTr rnoTT7lC NO WORK ON SUNDAY OR HOLIDAY' NO TRESPASSING NO Excavating! NO Driving! NO TRESPASSING on adjoining properties FIELD CREW NO. BY DATE REVISION CT BRV 1/21/2015 NEW HOUSE PLANS DRAWN BRV CHECKED DBP DATE 12-30-14 Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and e excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried 1' and spaced at a maximum 10' on center. ✓ Enclose stockpiled soils with properly installed silt fencing. Failure to install the Construction Exit before Property must be restored within thirty (30) days of building Confi roperty be disturbing the site soils and/or failure to demolition/move - utilities abandoned at the property line with a Redeve d prior o m "ion maintain the Construction Exit will result in permit, foundation demolished with a separate permit, debris removed, demolition excavation enforcement action by the City. filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit A demolitio ermit provides no must be issued for a new structure within thirty (30 days) of the Assurance of permitted future uses building demolition/move. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I hereby certify that this survey, plan or repot was prepared by me or INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my direct supervision and that I am a .tuly Licensed Land Surveyor SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the laws of the State of Minnesota. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated t is 22 day of January, 2015. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com SEDIMENT & EROSION CONTROL NOTES Storm water, Sediment, and Erosion Control Contact: Larry Kuperus LDK Builders Inc. Phone 612-685-9066 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 backfill 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 runoff based on actual field conditions. Stormater Control Final grading of the construction site will allow for adequate water runoff and avoid accumulation of storm water and maintain existing drain patterns as mush as possible to avoid any damage to adjacent properties. 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 of the State of Minnesota. Nathan R. Herman, P.E.- Date: 01-16-15 Lic. No. L( 7 y 8 Z Temporary Rock Construction Exit DESCRIPTION OF PROPERTY SURVEYED Lot 8, Block 3, HARRIET LAWN And Half of Vacated Alley Accrued There To, according to the recorded plat thereof, Hennepin County, Minnesota. NOTES Site Address: 5617 Abbott Ave South, Edina, MN 55439 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 I% 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. 27053CO364E, effective date of September 2, 2004. The Gross land area is 6,733+/- square feet or. 15 +/- acres. Elevations are based on MNDOT GEODETIC MONUMENT #11513 (MEDIAN MN053) ELEVATION= 881.261 feet (NAVD88) 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 = 30 Feet Side = 5 Feet, 7 Feet 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. Existing Elevations Existing First Floor Elevation = 894.8 Existing Lookout Elevation = 889.6 Prop2sed Elevations CATCH BASIN Proposed Garage Floor Elevation = 893.6 Proposed First Floor Elevation = 895.8 Propo: d Top of Foundation Elevation = 893.9 Proposed Basement Elevation = 88,5.2 Proposed Hardcover FENCE Lot Area = 6,733 S.F. GATE VALVE House Area = 1920 S.F. Ir Stoop Area = 105 S.F. OVERHEAD UTILITY Total Area = 2025 S.F./6,733 S.F. = 30.0% Tree Removed 2" BIRCH rad s ir.i 1 c " Y t r 1505 77 V Bearings are based on the Hennepin County / �(/ �(/ (/ ///��� Coordinate System (NAD 83 -1986 adj.) 7-11 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND --- O CAST IRON MONUMENT t lk EroneeoV fab ® CATCH BASIN -96o - CONTOUR EXISTING CONTOUR PROPOSED 4 FLARED END SECTION 1Nallalor ELECTRIC UNDERGROUND SILT FENCE MUST BE FENCE M GATE VALVE Post orsuvw Ir INSTALLED PRIOR TO OVERHEAD UTILITY H H 11111 I I I H-rr RAILROAD TRACKS > SANITARY SEWER DISTURBING STORM SEWER < GUY WIRE uTL UTILITY UNDERGROUND VEGETATION WATERMAIN �Cf HYDRANT Pabdoanchorage e SURVEY MONUMENT SET french bacmit wN4 • SURVEY MONUMENT FOUND Of 1�+ ►6d r tcd sola ��, /.�`� SURVEY CONTROL POINT - •, •,•�.' '^ i•~ +`.� '' _.: '&h minimum LIGHT POLE ittursl soil . t qU POWER POLE : . SANITARY MANHOLE . `.* •1C -': "t Binchrni"b"A" Q SANITARY CLEANOUT Note-DOWN*9 UPM ,SIGN ' aaao faboV 10x972.5 > et+9+std,le +�lo lie wtrisF orIi6 stea+s, wood GROUND ELEVATION1100. F1gt"G.*J_2: TypkW 1n91gftbnf4Wgin ® STORM DRAIN ST STORM MANHOLE Z� YARD LIGHT TWP.020 - RGE.28 - SEC.24 HENNEPIN COUNTY SATHRE-BERGQUIST, INC. BOOK XXX/PAGE XXX 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 E D I NA, MINNESOTA Al A/C UNIT © CABLE TV PEDESTAL 111 ELECTRIC TRANSFORMER O ELECTRIC MANHOLE OE ELECTRIC METER © GAS METER © GAS VALVE -°-° GUARD RAIL D HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE T❑ TELEPHONE PEDESTAL TRAFFIC SIGNAL O UTILITY MANHOLE D UTILITY PEDESTAL O WELL BITUMINOUS CTv CABLE TV CONCRETE CURB CONCRETE -96o - CONTOUR EXISTING CONTOUR PROPOSED DT DRAIN TILE ESC ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND OHu OVERHEAD UTILITY H H 11111 I I I H-rr RAILROAD TRACKS > SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND uTL UTILITY UNDERGROUND I WATERMAIN FILE NO. CERTIFICATE O F SURVEY 5035-108 PREPARED FOR: LDK BUILDERS