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HomeMy WebLinkAbout3111721140009-10202015STORM DRAIN CATCH BASIN >4 GATE VALVE HYDRANT 0 IRON PIPE SET • IRON PIPE FOUND © SANITARY MANHOLE .972-5 GROUND ELEVATION (972.5) PROPOSED ELEVATION 0 WETLAND BUFFER POST HAND HOLE ELECTRIC TRANSFORMER M TELEPHONE PEDESTAL 111 UTILITY PEDESTAL (000.0) SEWER SERVICE ELEVATION II EXISITNG TREE PROPOSED TREE PROPOSED TREE BITUMINOUS CONCRETE CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE ARROW .60 93 .4 FND IF 17r °32.2 930. At' x9306 x•-934.1--934 933.4x 41- x 934.4 1/// 'PO x •<16O. / 9. 6 rP4 •° 47) 4'4 4, 931.9 931.0 lock 2 x 92,5, .a '20,26/ x 935.5\ x 9351N x g 03.Q- 41-7 4)1)' CIS(5-5/ i3O). 9 Lot 3 c,or 4.s? cr))) (,r\t ) Existing Conditions 933.4 932.9k (c`•;-,) // 6 EXISTING It HOUSE X 931.5 9 [ND IF 172- )p.32.2 x 9-30. 6 4/ 930. .40 • (/`>4 Ow 7) -4'4 x•-934.1-934 933.4x 93 4 x 939.7 fr) • -n (- --- COQ too 0 / . , / \ ..> 935.5 / 4 -, ..x gi351. : \ : ,.. 9-3•6'9936.0 . A .... 3.0 93i 938 0 --------. -,••.`_.'....6- 9 / --9 .x i i Y?.e9/3?, l i, '' Ii / 6 3 93.7 6 -•,/ 3. ' ---..... --,, oo .939., Nr4 ' i /1. s P 0 --- --'14 0 40 ' <1'•4 )6' /' 936.1 x 931 5 / Y3/.3 40 • 0 "44) pp 40' 0 , -,. (//,.D., '444 / 419 I., 341 4 x932 di \ / ie 8.0 9335 /1-/-20// Q:Di.14/. 0/kou ccli N j 4 6,2 ''' x 5.4 0 ,4)1 / Oss;b ' 93 2 x„ 6 0 \ b \/9D 6,3 op Os osse 29./ a X 9,2,o 19/ 934.9 xe 34. N34.2 je 9 932 6 / Proposed Conditions 9 Lot 3 6 929.7 NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintainu minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. BUILDING DEPARTMENT CITY OF EDiNt Existing Building Coverage Lot Area = 25,695 Sq.Ft. House Area = 3,066 Sq.Ft. Deck Area = 170 Sq.Ft. Shed Area = 118 Sq.Ft. Total Building Surface = 3,354 Sq.Ft. Total Building Coverage = 13.1% Proposed Building Coverage (25% Max) Lot Area = 25,695 Sq.Ft. House Area = 3,610 Sq.Ft. Stoop Area = 198 Sq.Ft. Pool Deck Area = 1,500 Sq.Ft. Deck Area = 440 Sq.Ft. Shed Area = 118 Sq.Ft. Total Building Surface = 5,866 Sq.Ft. Total Building Coverage = 22.8% Setbacks MM. Front Yard Setback = 52.510 C 2 0 ?015 Min. Side Yard Setback =10' " Min. Rear Yard Setback = 25' Max. Building Height = 40' CONCRETE CURB pib r- c9'3S 9 SANITARY SEWER 6i )I STORM SEWER g/ _ .n2,46,5 /4902. WATER MAIN - - - PROPOSED SILT C Nfi"E5tiarl'W11. DT >5 aebv ca-arh Proposed Elevations Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Main Level Finished Floor osed Basement Floor Elevation = 930.2 [4.1 A Offset Irons (elevations are to the top of pipe) OS #1 = 938.03 OS #2= 934.62 OS #4= 934.64 OS #3=931.36 SURVEY LEGEND d = 938.6 (1111111U = 938.9 = 940.5 X X -BSBL DRAIN TILE FENCE BUILDING SETBACK LINE JOB #: 31202-275-001 FIELD CREW: CL/SR DRAWN BY: BDH CHECKED BY: DBP DATE: 06/26/15 Revised Proposed Elevations 10/20/15 BDH Restake House in Field 10/16/15 BRV REVISIONS SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CERTIFICATE OF SURVEY PREPARED FOR Gonyea Homes 6305 Knoll Drive South, Edina, Minnesota I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 2, Block 2, PARKWOOD KNOLLS 5TH ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 24th day of September, 2015. WT. I+. 000 11\-ith 005 tfpwlL 5- David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 40 20 0 20 40 80 SCALE IN FEET REVISIONS JOB #: 31202-275-001 FIELD CREW: CL/SR DRAWN BY: BDH CHECKED BY: DBP DATE: 06/26/15 40 20 0 20 40 80 NOTES: I.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 7.) HOUSE HAS NOT BEEN STAKED AT THE TIME OF CERTIFICATION. Setbacks MM. Front Yard Setback = 52.5' Min. Side Yard Setback =10' Min. Rear Yard Setback = 25' Max. Building Height = 40' Existing Building Coverage Lot Area = 25,695 Sq.Ft. House Area = 3,066 Sq.Ft. Deck Area = 170 Sq.Ft. Shed Area' 118 Sq.Ft. Total Building Surface = 3,354 Sq.Ft. Total Building Coverage = 13.1% Proposed Building Coverage (25% Max) Lot Area = 25,695 Sq.Ft. House Area = 3,610 Sq.Ft. Stoop Area = 198 Sq.Ft. Pool Deck Area = 1,500 Sq.Ft. Deck Area = 440 Sq.Ft. Shed Area = 118 Sq.Ft. Total Building Surface = 5,866 Sq.Ft. Total Building Coverage = 22.8% Proposed Elevations Proposed Garage Floor Elevation = 938.9(1' Drop) Proposed Top of Foundation Elevation = 940.2 Proposed Basement Floor Elevation = 931.5 SATHRE-BERGQUIST INC. w 150 SOUTH BROADWAY VVAYZATA, MN. 55391 (952)476-6000 CERTIFICATE OF SURVEY PREPARED FOR Gonyea Homes 6305 Knoll Drive South, Edina, Minnesota 1 It NI NW 1 2's r EXISTING HOUSE )43 "P. e -50N Lot 3 (or n .° c9cV SCALE IN FEET a 933.4 929.7 9226 / 9 937.1 :936 '/ „•' co7 0 / ' / •-• 4.948 X 937 /4.5 C)14•0 (0 N. Q.°0 84') . /- in° 05 Pr 0 "V °rv 6.3°5 °/CipocOs/e/ dorbV°8<ou i.v V°)c) e S°1-107 2.0 Lot 1 /\ 0 9s6 o' IT 934.4 X940 9 co . / / / L5 9,39.0x In 939.7 x 939.7 7. 0936. 0 x 934.4 93 x 9*4.4 X 933.4 x 932.6J X 931.7 f2 x 931.9 931.0 '9' lock 2 01/43. is70x 1,1 19. 99 6 (04/Ito (4,f4 ) x • c? ----x 92,9 Existing Conditions is20 ° s Is s70.‘96 r/34 o (4, 47) 4-4 Lot 3 Proposed Conditions x-934.1-9 34 9334x )t-934.1-9 34 9334x - • 1 93 END IF 172' „932.2 x9.3 9-30. 9324 END IP 172' x932.2 9-30J 4/6 x930 SURVEY LEGEND .972.5 GROUND ELEVATION (972,5) PROPOSED ELEVATION 0 WETLAND BUFFER POST HAND HOLE ELECTRIC TRANSFORMER El TELEPHONE PEDESTAL El UTILITY PEDESTAL --- (D00.0) SEWER SERVICE ELEVATION EXISITNG TREE PROPOSED TREE PROPOSED TREE BITUMINOUS CONCRETE CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE ARROW CONCRETE CURB SANITARY SEWER STORM SEWER WATERMAIN PROPOSED SILT FENCE DRAIN TILE FENCE - BSBL- BUILDING SETBACK LINE 0 STORM DRAIN CATCH BASIN IX GATE VALVE 'Cr HYDRANT o IRON PIPE SET • IRON PIPE FOUND © SANITARY MANHOLE El I hereby certify that this is a true and correct representation of a survey of the , boundaries of: Lot 2, Block 2, PARKWOOD KNOLLS 5TH ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 14th day of August, 2015. •••n ••esk-n-so.-L. David B. Pemberton, PLS pemberton@sathre.com Minnesota License No. 40344 >5