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HomeMy WebLinkAbout2002824240138-01222015 (2)FND IP 9235 I • FND IP 92351 W 100 00 I '0 I Lq 00 00 101 00 x ry / �2 M x 893.7 "' G4 8L.8 � E_ a � 894.6 I 893.1 . EXISTING 1 �,D 893.7 _ x1890.8\ HOUSE \ w Do)g� GFE= 0\ LL 893,1 m 90.5 892. r~ x - X - SSy.� E t;V 90.5 o 892 g 92 / 0 90 6 0 - (n �889.2 889.4/ %M FND/15T� x / 00/ 89\2.5 I l / 60 w I o I \/892.� d 00 1 I 893.6 � N co 00 00 890.004 m 0 89 .6 894.0 m 60 l EXISTING CONDITIONS 00 00 w 893.7x BRv 3 BRv 3(3112015 FOUNDATION AseutLT m `^' `% 04/P1� �s 889,0 O) DBP 893.8 x 8993 � � 00 FND IF 24992 \ BFE= N LOT 8 x 893. 884.7 C LIGHT POLE 00 60 coJ7 N Jco N I \ \ \ / 00 00 rTl I 1 ' G'N ( 893/ ISTING 4M 3?cn Bl,O\ CK 3 ® OUSE 1 FENCE O OW /7 7 \ \ 889.0 \ LLJ - mx ` 892.' x \ N89°30'50"W 134.73 _J \ 0 N FND IP 1/2" 890.2 892 5 893.2 I \ 893.0 � �' 31 893 0 FND REBAR 1/4" \ \ 92.8 �� i 895.2 \ 89� 89 5 �� W 100 00 I '0 I Lq 00 00 101 00 x ry / �2 M x 893.7 "' G4 8L.8 � E_ a � 894.6 I 893.1 . EXISTING 1 �,D 893.7 _ x1890.8\ HOUSE \ w Do)g� GFE= 0\ LL 893,1 m 90.5 892. r~ x - X - SSy.� E t;V 90.5 o 892 g 92 / 0 90 6 0 - (n �889.2 889.4/ %M FND/15T� x / 00/ 89\2.5 I l / 60 w I o I \/892.� d 00 1 I 893.6 � N co 00 00 890.004 m 0 89 .6 894.0 m 60 l JU) 00 00 w 893.7x BRv 3 BRv 3(3112015 FOUNDATION AseutLT m `^' `% 04/P1� �s 889,0 O) DBP 893.8 x 8993 � � 00 0-0 cc \ BFE= N LOT 8 x 893. 884.7 C LIGHT POLE I N 0 893.9 i� Q i EXISTING = \ 4M 3?cn Bl,O\ CK 3 ® STORM DRAIN 1 FENCE O OW Q�JZ5• TFDN= 893.9 / TWP.020 - RGE.28 - SEC.24 \ N 4 O c -893.7 EXISTING / x 4.2 8 1 N GARAGE( x ' FND PINCH cc cc \' o 0 \ 893.8 894 `t 0 �` V) 895.5 A 0 r "= N89°31'54"11V� 134.�74,�� 896 4 o) Qo"' I \ F EXISTING / COoo co ,/894.5 HOUSE q�0� i Q \ 7 7 \ � \ I \ FND PINCM TOP I/2l PROPOSED CONDITIONS 0 I I / FND IP 24992 N \\ 00 GFE� \ \ 3 893/ E�ISTING 0) 0)I �H, \USE _ PROPOSED /7 7 F � "---SILT FENCE \ \ I I \89 \ 5.3, Mx ` 892. x N89030'50"W 134.73 93.2 JIa \ 1 �. \ FND IP I/2" OS#1 893.0 � '�I3�93 0 pg�2 e FND REBAR I/4" 890.2 30.4 ( .8 L X5.0 893.64 i 895.2 _ �Q m 60 l JU) 00 00 w DRAWN 2 BRv 3/9/2015 STAKED HOUSE IN FIELD BRv 3 BRv 3(3112015 FOUNDATION AseutLT m `^' `% 04/P1� �s 889,0 CHECKED DBP David B. Pemberton, PLS Minnesota License, No. 40344 pemberton@sathre.com �0 00 0-0 cc FND IF 9235 I SURVEY CONTROL POINT O 0 0 LIGHT POLE I N 0 SANITARY MANHOLE Q G OJ M �/� L J W SIGN .97M GROUND ELEVATION ® STORM DRAIN sT STORM MANHOLE OW PROPOSED ROCK TWP.020 - RGE.28 - SEC.24 BERM ENTRANCE' 4 O c EDINA, f o MINNESOTA G PO N a 1 0 FND IP 9235 I `t 0 �` V) 0 r C( 60 a 0 I I / FND IP 24992 N \\ 00 GFE� \ \ 3 893/ E�ISTING 0) 0)I �H, \USE _ PROPOSED /7 7 F � "---SILT FENCE \ \ I I \89 \ 5.3, Mx ` 892. x N89030'50"W 134.73 93.2 JIa \ 1 �. \ FND IP I/2" OS#1 893.0 � '�I3�93 0 pg�2 e FND REBAR I/4" 890.2 30.4 ( .8 L X5.0 893.64 i 895.2 _ �Q HOUSE L_Vi1 / CO o� co ('0rn oo (J FND PINCM TOP 1/21 9 .5 d- EXISTING \ 1 FENCE O 1 _ \ \ O N i/0 \ R O 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 I o e 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 f the contractor to maintain erosion and sediment control devices throughout the duration of construction. Includin inspection and repair of all devices and disturbed areas. The actual installati and modifications to erosion and sediment control devices may differ from the control plan to help prevent water runoff ased on actual field conditions. Stormater Contro 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 �'S Z - FIELD CREW NO. BY DATE REVISION N 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. 1 -�a"AD ^F""J JU) s��L _ Fo CT 1 BRv 1/21/2015 NEW HOUSE PLANS DRAWN 2 BRv 3/9/2015 STAKED HOUSE IN FIELD BRv 3 BRv 3(3112015 FOUNDATION AseutLT m `^' `% 04/P1� �s - co 4� P� CHECKED DBP HOUSE L_Vi1 / CO o� co ('0rn oo (J FND PINCM TOP 1/21 9 .5 d- EXISTING \ 1 FENCE O 1 _ \ \ O N i/0 \ R O 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 I o e 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 f the contractor to maintain erosion and sediment control devices throughout the duration of construction. Includin inspection and repair of all devices and disturbed areas. The actual installati and modifications to erosion and sediment control devices may differ from the control plan to help prevent water runoff ased on actual field conditions. Stormater Contro 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 �'S Z - FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF 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. 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. 1 -�a"AD ^F""J W s��L _ Fo CT 1 BRv 1/21/2015 NEW HOUSE PLANS DRAWN 2 BRv 3/9/2015 STAKED HOUSE IN FIELD BRv 3 BRv 3(3112015 FOUNDATION AseutLT m `^' `% 04/P1� �s - co 4� P� CHECKED DBP David B. Pemberton, PLS Minnesota License, No. 40344 pemberton@sathre.com DATE 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 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. 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= 881.002 feet (NGVD29) 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 the are In a recorded document provided ded to us. We recommend d 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 = 894.6 Existing Lookout Elevation = 889.3 Proposed Elw ations Asbuilt Elevations Proposed Garage Floor Elevation == 893.4 Asbuilt Garage Floor Elevation = 893.1+0.33= 893.4 (NOT POURED) Proposed First Floor Elevation = 895.6 Asbuilt Top of Foundation Elevation = 893.7 Proposed Top of Foundation Elevation = 893.7 Asbuilt Basement Floor Elevation ='84.7+0.33=885.0 (NOT POURED) Proposed Basement Elevation = 0 Proposed Hardcover Lot Area = 6,733 S.F. House Area = 1920 S.F. Stoop Area = 105 S.F. Total Area = 2025 S.F./6,733 S.F. = 30.0% Tree Removed 2" BIRCH Offset Irons (elevations are to the top of pipet OS #1 = 893.29 OS #3= 894.68 OS #2= 893.64 OS #4= 893.10 OO CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION DQ GATE VALVE < GUY WIRE © HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND ❑H SURVEY CONTROL POINT i LIGHT POLE 71) POWER POLE GAS UNDERGROUND SANITARY MANHOLE Q SANITARY CLEANOUT ❑T SIGN .97M GROUND ELEVATION ® STORM DRAIN sT STORM MANHOLE OW YARD LIGHT TWP.020 - RGE.28 - SEC.24 HENNEPIN COUNTY BOOK XXX/PAGE XXX EDINA, MINNESOTA Bearings are based on the Hennepin County Coordinate System (NGVD - 1929.) 30 15 0 15 30 60 SURVEY LEGEND SCALE IN FEET 11C Uff no PREPARED FOR: LDK BUILDERS `;".% BITUMINOUS A/C UNIT © CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE OO ELECTRIC METER © GAS METER © GAS VALVE -°-°-O- GUARD RAIL ❑H HAND HOLE FENCE SOIL BORING FIBER OPTIC UNDERGROUND TREE CONIFEROUS GAS UNDERGROUND TREE DECIDUOUS OT TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL CT:� TRAFFIC SIGNAL O UTILITY MANHOLE ❑0 UTILITY PEDESTAL OW WELL 11C Uff no PREPARED FOR: LDK BUILDERS `;".% BITUMINOUS CTv CABLE TV CONCRETE CURB J CONCRETE _96o - CONTOUR EXISTING ... -"- CONTOUR PROPOSED ........ DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND GAS UNDERGROUND GAS OHu OVERHEAD UTILITY 117"""'TTTTTI111111 + RAILROAD TRACKS > SANITARY SEWER >> STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND WATERMAIN A FILE NO. tI 1 -IF 1373� ao.oas�a�ato�3� 1