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HomeMy WebLinkAbout2002824240023-1105201311) CONSULTING ENGINEERS, „ROBE PLANNERS and LAND SURVEYORS tNGINEERING COMPANY, INC. 1000 EAST 146th ST., S1E. 240, BURNSVILLE, MN 55337 PH (952)432-3000 (PROPOSED AREAS) LOT AREA: 10,869 SQ.FT. HOUSE AREA: 2,119 SQ.FT. (19.5%) DRIVEWAY AREA: 1,027 SQ.FT. DECK AREA: 172 SQ.FT. COVERAGE = 3,318 SQ.FT. (30.5%) (EXISTING CONDITIONS AREAS) LOT AREA: 10,869 SQ.FT. HOUSE AREA: 783 SQ.FT. (7.2%) GARAGE AREA: 455 SQ.FT. (4.2%) DRIVEWAY AREA: 823 SQ.FT. DECK AREA: 245 SQ.FT. SIDEWALKS & PATIO AREA: 163 SQ.FT. COVERAGE = 2,496 SQ.FT. (22.7%) 4 CD < 0 I SCALE : 1" = 20' -ri csi ni Legal Description: ... us LOT 19, BLOCK 2, BROOKLINE ADDITION, HENNEPIN COUNTY, MINNESOTA CO a 000.0 (000.0) (906.62) (906.95) (898.28) (907.3 ) 906.30 NO IP 0899.6 4L75 903.0 EXISTING HOUSE r-- 0.1 LiJ 0 cp 0 0 30.00 PROJECT NO. 15333.00 PREPARED FOR: DONNAY HOMES DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION = MAIN FLOOR ELEVATION = MAIN FLOOR ELEVATION ORIGINAL HOUSE ADDRESS: 5713 YORK AVE. s ed' 5v)- ve CERTIFICATE OF SURVEY CO r4k-7n77. /(904.5 16.00 44.00 903.5 32.09 903.5 REVISED REVISED 1 \ 892.9 1rD NCE C 903.3 (903.2) x 903.1x 903.2 0 8.50 IrDT5V-3. 8 x 902.E 904.4 (Di 3"A51-1 904.0 (905'0) /904.3 / (905.0)ni 24.50 113 (.) ° C-D N .Z < Cc)5 -11 < F- 4 500 ° Lu 0 02.00 902 x903.9 CI!r-L-910 • - 41.16 904.2 EXISTING HOUSE 5113 or 4* s perm if- 514 2- • 00A, 890.1 FD IP 894.8 X \ 892.0 IUJ 1(892.7) 1892.7FE a93.9 1 x890.8 89 .5 2.50\ LAND UTILITY EASEMENT LLI \ ° \ o gr) E 1 \x 89.9 xL19\:\.E6NCE X 898.7 (90/ Th L./ n T '7) n 902.2 x899. 1902'2 ,8°26V''E 0 16).50 901.2\156.3 \ 6"SPRI_CE Ti 1 \897.O\ N \ • \ 'dm • 900'31 112"5PKLYTE \ Lo1-4 -z391\ -LI-11 \ I... \I \ I 899.3N\ ‘-`-c-: \\ „--- 7902.1 x 1___ \L..) x \ 3-2-171-4.- 11 (fr'7 ..).\ 897.1 -6- \ oj ywwg,031:00 9605017041C:----- -It 896j! 40 • 1 1 .0 BW 9O1.0 T 1-1-1‹ (398.2,9 I 40,46 B 8"1"KE TW5902 lx.09C? .2 \ 9;1.14 111901.9 3"SPRUCE 900.1 903.0 10.50 15\5.00 \ 903.9 N8817'48"E ' 1-1 T 1 8 x 900.6 x 903.0 0 I 1-01- I 3: LOWER PROP GRADE AT NE REAR GAR CORNER FROM (904.0) TO (903.0) PER CITY. I 0-29-I 3: MOVE FISE 0.51T NORTH, ADD TW* SW NOTES, AND LOWERED PROF' GAR ELV NORTH SIDE. PER CITY REVIEW. I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 15TH day of OCTOBER, 2013. P ae--leMinn. Reg. No. 19086 RUSSELL P. DAMLO