Loading...
HomeMy WebLinkAbout2002824240138-01222015FND IP 9235 I I FND IP 9235 I FIELD CREW NO. BY DATE CT 1 BRV 1/21/2015 DRAWN BRV CHECKED DBP DATE 12-30-14 00 cyi 60 0 Co Co I I I I I I 8966 II EXISTING CONDITIONS / FND 11/24992 / o \ < \ \ / GFE= I j \ I 8� EXISTING I nT \ I 1-1 HOUSE L_v I 7 1 Ft 5 893.' 93 EXISTING FFE= HOUSE I 893.j2 894.8 = 893.9 Propo> ;ed Basement Elevation = 885.2 Proposed Hardcover GUY WIRE I / I / SURVEY MONUMENT SET \ SURVEY MONUMENT FOUND / l FIBER OPTIC UNDERGROUND LIGHT POLE \ \ I I II I I 60 J M 00 00 I 07 I 889.3 MX M� Cn I � M \NC a 8 c CD FND IP 9235 I O O 00 0) f o, N x cM 00 w 1 co - PROPOSED ROC BERM ENTR NC O r - 00 a o0 I '0 o O • I ' 77 V) x889. 889 FND IP 9235 I --eco i o FNY cOx M 60 � �J 0 FNn -REBAR /41 895.5 co \ 394.3 894. 5. 89 O co x 894.1 0 \ LOT 8 x 89 100 894.2 _EXISTING BLOCK 3 FENCE O \ t O \X 94.51 co I \ N N 14KNU��O 89 8O _ X 896 7 I x J \ w I00o, 00 FND PINCH TOP 1/2'1 / PROPOSED CONDITIONS I / Propc:,ed First Floor Elevation / Props:,ed Top of Foundation Elevation = 893.9 Propo> ;ed Basement Elevation = 885.2 Proposed Hardcover GUY WIRE I / I / SURVEY MONUMENT SET \ SURVEY MONUMENT FOUND I / Propc:,ed First Floor Elevation = 895.8 Props:,ed Top of Foundation Elevation = 893.9 Propo> ;ed Basement Elevation = 885.2 Proposed Hardcover GUY WIRE I / FND [1/24992 SURVEY MONUMENT SET \ SURVEY MONUMENT FOUND / l FIBER OPTIC UNDERGROUND LIGHT POLE \ \ I / \ o SANITARY CLEANOUT /00 -133 GFE= EXISTING L vT v GROUND ELEVATION � \ \ I HOUSE _PROPOSED7 YARD LIGHT TWP.020 - RGE.28 - SEC.24 \ IFF 89 5 , SILT FENCE EDINA, MINNESOTA \ 912.5 x Nom°10 �W 13 4.7 3 \ /21193. 93.1 i.0% 893.3 � EG`1D -REBAR /4 � \ N-892. 8 01 30 1893.1 k� co 0_ 07 `n 46.0- g W 894.1 p x 894.1 i O 0.4� J cp-L07 8 .89 .1 Q PROKOSED O 24.3 : :x 9.0 FULL B/SEMENT O 894.2 I \ _EXISTING - FENCE \ _Bxz,dCK 3 N -a 1 2. 7a' x 94NC5o 8.1 ` - 08. \ N 55.0 5 'I\ 1 DO \ 3. P O O _ / 892.7 T ��8� I ,89 � � � ZN89°31'54�W 13.74 8967 � x � \ l 893. 27 EXISTING FFE= HOUSE// J 00I eco Q I \ I 893.8 894.8 / -4L vT /1 I 1 FND PINCH TOP 1/2' REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF NEW HOUSE PLANS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID 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 LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 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 dkMxbed 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 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated t is 22 day of January, 2015. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 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 area, 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 6,733+/- 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 Pleasa 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 surveyZprortyby observed evidence only. Existing Elevations q uF Existing First Floor Elevation = 894.8 fi Existing Lookout Elevation = 889.6 Proposed Elevations Propcced Garage Floor Elevation = 893.6 Propc:,ed First Floor Elevation = 895.8 Props:,ed Top of Foundation Elevation = 893.9 Propo> ;ed Basement Elevation = 885.2 Proposed Hardcover GUY WIRE Lot Area = 6,733 S.F. HYDRANT House Area = 1920 S.F. SURVEY MONUMENT SET Stoop Area = 105 S.F. SURVEY MONUMENT FOUND Total Area = 2025 S.F./6,733 S.F. = 30.0% Tree Removed 2" BIRCH O CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION M GATE VALVE < GUY WIRE © HYDRANT • SURVEY MONUMENT SET • SURVEY MONUMENT FOUND D SURVEY CONTROL POINT FIBER OPTIC UNDERGROUND LIGHT POLE ct-) POWER POLE QS SANITARY MANHOLE Q SANITARY CLEANOUT it SIGN ,972.5 GROUND ELEVATION ® STORM DRAIN ST STORM MANHOLE OW YARD LIGHT TWP.020 - RGE.28 - SEC.24 HENNEPIN COUNTY BOOK XXX/PAGE XXX EDINA, MINNESOTA Fin J K ` - Add c x m. �.a g� y3� q j OG 0 5. � o % 4 �607� ILf 7 3 '-/4 z�zq z al 3 Vt4'OR Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND El A/C UNIT © CABLE TV PEDESTAL [E] ELECTRIC TRANSFORMER EO ELECTRIC MANHOLE EO ELECTRIC METER © GAS METER © GAS VALVE ­­­ GUARD RAIL D HAND HOLE FIBER OPTIC UNDERGROUND SOIL BORING GAS UNDERGROUND TREE CONIFEROUS OVERHEAD UTILITY TREE DECIDUOUS TO TELEPHONE MANHOLE it TELEPHONE PEDESTAL - TRAFFIC SIGNAL Ou UTILITY MANHOLE [Q] UTILITY PEDESTAL OW WELL -� BITUMINOUS CTv CABLE TV CONCRETE CURB CONCRETE -960 - CONTOUR EXISTING �- �o -_ ------ CONTOUR PROPOSED DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND CAS GAS UNDERGROUND oHu OVERHEAD UTILITY RAILROAD TRACKS > SANITARY SEWER » STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND I WATERMAIN CERTIFICATE OF SURVEY `,elz`0%. ✓ c�FAA PREPARED FOR: C� gN22 LDK BUILDERS FILE NO. 5035-108 1 � 1