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HomeMy WebLinkAbout1902824210091-08312012Wire mesh reinforce ipplkmoh ni Engineering labric SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage trench becidill with tamped nalunal soli • • •• ; inch minimum • e Mole: Deperiiiing upon configuration, attach fabric lo wife mesh with hog rir6A, steel poste whittle wires, or wood posts with staples. Figure 82-2: Typical inslailation for sill fence Metal or post or slake . Direction of runoll How .. 1 1 11 ,11 `11 1 -• ••• -: #•:, •' . ::!":". '0' '0' Natural soli I • el •"' vo , .P. 1 rf •,,f, ..1 . -. • 2 :...: • • . .n • 6 klch minimum CD n Hardcover Lot area = 7,90 I sq ft.± 1,55/ sq Front Porch = 159 sq ft± (239 - 50 allowance) Rear Porch 65 sq ft± (1 15 - 50 allowance) Total = 2,105 5c; Percentage = 26.4% Akt ving w S 89°:71.327" Ew119m.01wMeav W Meas. Vinyl Fence 120.00 plat 0.2' South of Line 01 Basis for bearings is assumed Property Address: 5540 St. Johns Avenue Edina, Minnesota Benchmark: Top Nut Hydrant at St. Johns Avenue & 56th Street West Elevation = 890.30 feet Existing First Floor Elevation = 891.9 Existing average elevation at front of house = 889.4 feet. Proposed average elevation at front of house = 890.9 feet. SILT FENCIN/ REQUIRE Approved Grading at Drainage Plan required prior to \\\\ \\\ _ I APRIMPIP...P1.....k I -altering any grades \ and/or draihage - • Water Elevation 564.7 w ew 556 -- Power Pole lc) ' Overhead Wires / // /- '120.00/Oat / p 559.2 / / S 89°4327" E 119.00 mrbas / tri 559. I -- - 7 / X -X .X."--X / k--x-.}6,13.X a-,,f..7X-.....X----X-11-x _x A i ,-/.._- -, , ..,, Q .) 0 ,- ,`: 1 co ---------- -y----,-,--_, Woo'd Fence // / I 32'4" 0 657.9/ / x / / / 1110" in 1 I 1 11)" I Wood ence 0.6' 1 -'611L------- / 1§ I i South of Line / . I oP 14 0 0 .5th i I 657.2 / (1) / PF0p0 ,- I i x 565.0 '6 r I x , (Q) co it Residence 55.0 4,1 i Edge Pond II Egress Well I I I / I I I 50.4± I I To Edge of Pond I I t II I I \ - 1560.5 I I ° I I -11111F--+ \ I I \ SI Fen 0.6' ***•„„ n_71 North tpf Fence c c? h\ "*4 Line \ • S.oer " ...Z.•71/ W W W Wood Fence /0.7' North / of Line Wbod -••• W Egress Well 37'0" / peak elev • 505.3 / I -5-Frame / No. 5544 / I -5-Frame / No. 5536 / peak / 906.6 ///// / 47.83 urio" 0 - 21(26 _ / 555. W -w-- Vinyl Fenge 0.6' Soutli of Line I 6Q, 22. I 590.0 - 20.94 - Driveway Wood Fence 0.6 South of Line 20.3 tn 7" tree (590.2 V Powe Pole kr1 933 L. 0 AUG 31 201? INVOICE NO 80466 F.B.NO 1059-62 SCALE: 1" = 20' N Denotes Existing Contours S. Denotes Proposed Contours • Denotes Found Iron Monument 0 Denotes Iron Monument l=1 Denotes Wood Hub Set for excavation only x000.0 Denotes Existing Elevation (600.-0 Denotes Proposed Elevation --.1111E- Denotes Surface Drainage NOTE: Proposed grades are subject to results of soil tests. Proposed building information must be checked with approved building plan and development or grading plan before excavation and construction. Proposed grades shown on this survey are interpolations of proposed contours from the drainage, grading and/or development plans. NOTE: The relationship between proposed floor elevations to be verified by builder. Proposed First Floor Proposed Top of Block Proposed Garage Floor Proposed Lowest Floor Type of Building Full Basement urttruars Trrtifirttir tot-oas-D24-QA--cocAl s\--N_D\c \\ Residential Temporary Rock Construction Exit • 911-• c sk, 6" minimum thickness Sig 1 1/2" to 3" washed rock Non-woven geotextile drainage 12' minimum ./t fabric under Proposed Site Plan Survey For: DONNAY HOMES Property located in Section 19, Township 28, Range 24, /,'/ Hennepin County, Minnesota' I /7 // South Line of (he North z 67.5 feet of Lots I and 2 1 / 55911 3 tcc 559.05 z kr) z tcc 555.75 Overhead Wires tcc 555.65 892.9 891.2 890.9 883.4 The Gregory Group d.b.a. LOT SURVEYS COMPANY, INC. Established in 1962 LAND SURVEYORS REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA r1 7601 73rd Avenue North (763) 560-3093 65 Minneapolis, Minnesota 55428 Fax No. 560-3522 The pro' Ice und Sur Sun -16' initial length -To front yard setback line after backfill Rev 8- I 6- I 2 Pond e. 8-28- I 2 move hc Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City.