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HomeMy WebLinkAbout0511621420090-03312015EXISTING CONDITIONS PROPOSED CONDITIONS FIELD CREW NO. BY DATE JDV,CT,DH 1 BRV 03-03-15 DRAWN BY 2 BRV 03-27-15 BRV CHECKED BY DBP DATE 12/18/14 O904.2 �- BENCHMARK "A" \ 05� TNN ELEV= 907.64' x FFE_ 913,0 I /1T 5 N L_V I 0 EXISTING „ HOUSE 90935, --�.x GFE= 1.910.8 10 N 1- / ND 1 pgEN _ ; 8 I °O_- - \^ / 9� 3'3 711 w 148.55 x 909.6 909.9 909.7 0 i x C� x 912 7 \} 13.8 1 910.1 90 x FND IP 0 f , N 28.5 I.6 9.7 910.3 < I l';'I 1 L _ /CU � ,.1 15 C00 g� p - �z .9 FF \ EXISTING 0 CVN N 6°osE coT ACY A910.5xVEo o --c- 00 N0 00 <- 910.0 iz I C / x 9 1.51 WOE= _75:1 91 1 - . \ 910.9 n T r 1 (D 0 bi c, bi 6 7 BI,OC << I 6 0 I x GFE= ? LiCp � U U) 13.9 LOT 7 0J N w 910.70 o I /913. 914.1 M 9j x 910.5 1 (\ 0 x912.9 1 z -` x / / 913. 15 -----' n / x 9f2.8 N83°10 2711 \ _ 910.71P OPEN LIJ l I EXISTING w 148.57 -L v HOUSE x 911.1 L xFFE= I nT 11 I (I 915.1 L_v I :: 912 2 `rJ' -L _ 35 913.7 _ I 9G4.2 OgO�O \ BENCHMARK "A" 05� TNH ELEV= 907.64' x FFE= 913.0 1 nT NL-InIn V I 6 CD o EXISTING --_ HOUSE 909.6 096 .x GFE= \ / / 1,910.8 /911.0 NDI 0 - N810 os#1 4313711W CJ -fir 912,62 / 148 55 x 909.6 909.9 909.7 2. '` -- - X. Os/2 ( 910.5,9 -- L.� µ..Vi _ / C of x9= - -- I 12 7 G I f �� 9�\, '9101 1 OJ909.7 -- FND I p 0 /� �� 910.3 <� 4�'CU/ 48.0 I 5 SQI ------ 8 ---\8 TFDNr 90y9 913.7 �S 0 j 0 ofPROPOSED ROCK ° BERM ENTRANCE 1.8 4.0 -' PROP 910.5x � rn i I 0 <- dLo N 6701 �R 0 HOUSE Q I 910.o z 1 C� f 2q 4.0 ACY AVE v �w I i I� I 2. B �� wbi Q 60 N Q o ��C 2 Z w I (p z v i) N / _ 913.0 Cd �� I 0 Cl) 35 41.7 16.3 o J w z ��" _ LOT, 7 I W �4 r i - �' 910-70 W x910.5 I 25- I-- Jaix912.9 -W 58.o_\I^ E --z' X I/ 9140() 913. "' _� 15 e1-- Z -- --, \ i / x9x2.8 N8 Jo Igo 11 911,86 ', \ 910.71POPEN _i P LI - r l EXISTING 27 W 1'8.57 Q.) HOUSE PROPOSED x 911.1 SILT FENCE m r xFFE= I nT it LI_.j 915.1 L_v I .. 912.2 _r- I- 35---____GFE= 913.7 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF STAKED HOUSE IN FIELD INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT STAKED HOUSE IN FIELD 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: 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. Stabiliz4 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. Ak- Nathan R. Herman, P.E. Date: 01-12-15 Lic. No. �( 7 `7 g Z 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 Lard Surveyor under the laws of the State of Minnesota. Dated t is 12t day of January, 2015. 7 A,;,fl 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 7, Block 2, THE HEIGHTS 4TH ADDITION according to the recorded plat thereof, Hennepin County, Minnesota NOTES Site Address: 6701 Tracy Ave, 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 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. 27053CO363E, effective date of September 2, 2004. The Gross land area is 13,284+/- square feet or .30 +/- acres. Elevations are based on MNDOT GEODETIC MONUMENT #11744 (SHAPDY OAK MNDT) ELEVATION= 938.079 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 = 35 Feet Side = 13 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. Existina Elevations Existing Garage Floor Elevation = 914.0 ® Existing First Floor Elevation = 914.6 FLARED END SECTION Existing Walkout Elevation = 911.0 < Pro osed Elevations v DR, J. W, 66th ST, " �y Asbuilt Elevations Proposed Garage Floor Elevation = 913.4 Asbuilt Garage Floor Elevation = 913.0+0.33= 913.3 (NOT POURED) Proposed First Floor Elevation = 915.6 Asbuilt Top of Foundation Elevation = 913.7 a Proposed Top of Foundation Elevation = 913.7„ �P Pv GRACE TE R. -J LL Proposed Lookout Elevation = 908.2 SANITARY CLEANOUT Proposed Basement Elevation = 905.0 xs7." Proposed Hardcover N O STORM DRAIN Lot Area = 13,284 S.F. STORM MANHOLE T House Area = 2,787 S.F. FENCE Porch Area = 186 S.F. Fo S Stoop Area = 85 S.F. W. 68th r ST. a GAS- Total Area = 3,058`-Q.&413 Ic�--..�ro,. (Max =25 6) Tree Removed OVERHEAD UTILITY M 2" BIRCH 11111111111111" 69th DR, 6" CLUSTER 6 A P E 6" CLUSTER 4 ST° McGUIRE RD. ARE Z�W TRAFFIC SIGNAL Offset Irons (elevations are to the top of pipet OS #1= 912.62 OS #3= 911.86 OS #2= 910.59 OS #4= 914.00 TWP.116 - RGE.21 - SEC.05 HENNEPIN COUNTY BOOK XXX/PAGE XXX EDINA, MINNESOTA BUILDING DEPARTMENT MAR 3 1.2015 CITY OF EDINA NoR-�� Bearings are based on the Hennepin County Coordinate System (NICD 83 - 1986 adj.) v 30 15 0 15 30 60 SURVEY LEGEND SCALE IN FEET OO CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION D4 GATE VALVE < GUY WIRE v DR, J. W, 66th ST, " �y HYDRANT i IRON PIPE SET • " <v' d d HI J CA 0 C `� POWER POLE �P Pv GRACE TE R. -J LL SANITARY MANHOLE I SANITARY CLEANOUT GAS VALVE A. LOIS LA. o o _ w xs7." N I N O STORM DRAIN � w = SUSAN a' AVE. _ STORM MANHOLE T YARD LIGHT FENCE TREE CONIFEROUS Fo S W. 68th r ST. a GAS- GAS UNDERGROUND C TREE TO BE REMOVED BROOK < `D OVERHEAD UTILITY M A 11111111111111" 69th DR, ❑T A P E SANITARY SEWER ST° McGUIRE RD. ARE Z�W TRAFFIC SIGNAL >> STORM SEWER OO UTILITY MANHOLE TWP.116 - RGE.21 - SEC.05 HENNEPIN COUNTY BOOK XXX/PAGE XXX EDINA, MINNESOTA BUILDING DEPARTMENT MAR 3 1.2015 CITY OF EDINA NoR-�� Bearings are based on the Hennepin County Coordinate System (NICD 83 - 1986 adj.) v 30 15 0 15 30 60 SURVEY LEGEND SCALE IN FEET OO CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION D4 GATE VALVE < GUY WIRE "P HYDRANT O IRON PIPE SET • IRON PIPE FOUND 0 LIGHT POLE `� POWER POLE GAS METER SANITARY MANHOLE Q SANITARY CLEANOUT GAS VALVE SIGN xs7." GROUND ELEVATION ® STORM DRAIN sT STORM MANHOLE HAND HOLE YARD LIGHT TWP.116 - RGE.21 - SEC.05 HENNEPIN COUNTY BOOK XXX/PAGE XXX EDINA, MINNESOTA BUILDING DEPARTMENT MAR 3 1.2015 CITY OF EDINA NoR-�� Bearings are based on the Hennepin County Coordinate System (NICD 83 - 1986 adj.) v 30 15 0 15 30 60 SURVEY LEGEND SCALE IN FEET OO A/C UNIT BITUMINOUS © CABLE TV PEDESTAL CTv CABLE TV [E] ELECTRIC TRANSFORMER CONCRETE CURB OE ELECTRIC MANHOLE CONCRETE OE ELECTRIC METER 960 - CONTOUR EXISTING © GAS METER -,'` w_.�v} CONTOUR PROPOSED © GAS VALVE DT DRAIN TILE GUARD RAIL Esc ELECTRIC UNDERGROUND 10 HAND HOLE -X-X- FENCE TREE CONIFEROUS Fo FIBER OPTIC UNDERGROUND TREE DECIDUOUS GAS- GAS UNDERGROUND t , TREE TO BE REMOVED OHu OVERHEAD UTILITY 0 PROPOSED 2" TREE DECIDUOUS 11111111111111" RAILROAD TRACKS ❑T TELEPHONE PEDESTAL > SANITARY SEWER ® TRAFFIC SIGNAL >> STORM SEWER OO UTILITY MANHOLE TEL TELEPHONE UNDERGROUND ❑u UTILITY PEDESTAL UTA UTILITY UNDERGROUND I WATERMAIN FILE NO. F 0 U IN JDI T I I LT 5035-107 PREPARED FOR. 1 LDK BUILDERS ose 1 �,a . a .00q 1