Loading...
HomeMy WebLinkAbout3111721130032-09112015CD / EXISTING HOUSE MAIN FLOOR 83 CERTIFICATE OF SURVEY PROJECT NO. 15447.00 PREPARED FOR: DONNAY HOMES 30 ( r 892.9 587.2 45.71 9.9 3.33 \ NON-REPLACEABLE X TREE SETBACK LINE T - I MPL 241 03 1 890.3L 11 0.0 890.2 590.7 '63.3 ri SM°;: LA 8115 //.) ;6::°/ /138.5 96698g "g (887.2) , /885.9 I II (A86.4/ /686.0 / 1552.59) C ( I / ExpriNGI HQUSE I I \ 21.0 EXPOSE FOUNDAT\ON AS NEEDED co PROPOSE6 GARAGE ADDITION 10.7p I r.). EXISTiNL PALKOL1T CONCREPT VATIO 882.8 I 552.4 4 ASh 36" 885.6 -61°- I 880.0 880 DRAINAGE 4 UTILITY EASEMENT % r - I I . 1 L - I Si PROPOSED CONCRETE DRIVE \ APPROX. 5% CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908.61 (C 52:5 00 03 - 554 C9 ED co cO 03 1 cyj I 1 \ 1 / G AIAG; UNDER -eik-g'FLOOR 862.51 C‘I 43.36 SCALE : 1" = 20' Legal Description: LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITION, HENNEPIN COUNTY, MINNESOTA II w + PINE 24" 877.2 1 TNI-I N 885.50 \ \ \\()) - - - - 0,,,°%. --Zoe 03 877.03 876. '...elareaffisa:21 `••••.„ 880.2 I 677.200 BISCAYNE 150 LE\AARIS - - --- 875.3 „ 7 I t. 1 • 4 EXISTING. coNsKET DRIVE . S89°01'00 I .4. 5.0 [ SILT FENCE .06641:1 82. NON-REPLACEABLE TREE SETBACK LINE CO x875. I G 874.90 TRAFFIC FLOW 5'7 ( 7 Cavd-i ktE_PlieLD 4t?-. -FD 03 I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 2•TH day of AUGUST, 2015. tf Minn. Reg. No. 19086 RUSSELL P. DAMLO CONSULTING ENGINEERS, I) ROBE PLANNERS and LAND SURVEYORS ENGINEERING COMPANY, INC. 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE MATCH TOP OF FOUNDATION OF PROPOSED GARAGE APPROX. TO TOP OF FOUNDATION EXISTING HOUSE. (890.00) = FINISHED GARAGE FLOOR ELEVATION PROPOSED COVERAGE AREAS: LOT AREA: I 7,793 SQ. FT HOUSE AREA: 2,282 SQ. FT PORCH AREA: 56 SQ. FT COVERAGE AREA: 2,338 SQ. FT ( I 3.11% ) PROPOSED DISTURBED AREAS: ORIGINAL IMPERVIOUS AREA: 5, I 75 SQ. FT (29. I To) PROP GARAGE ADDN AREA: 492 SQ. FT REMOVE EXISTING SHED AREA: 37 SQ. FT REMOVED POOL $ APRON AREA 1,081 SQ. FT PROPOSED DRIVEWAY AREA: 773 SQ. FT PROPOSED DISTURBED AREA: 2,383 SQ. FT (46.05% Of ORIGINAL IMPERVIOUS AREA) NOTE: NO TREES TO BE REMOVED FROM SITE, PROVIDE PROPER TREE PROTECTION. ADDRESS: 5717 CONTINENTAL DRIVE . 33.20 4 • -74 of • • ' • • 4 2 4. PROJECT NO. 15447.00 PREPARED FOR: DONNAY HOMES AREAS: LOT AREA: I 7,793 SQ. FT EXISTING HOUSE AREA: 1,803 SQ. FT EXISTING CONCRETE AREA: 3,372 SQ. FT (INCLUDES DRIVEWAY, SIDEWALKS, PATIO, POOL APRON) EXISTING HARDCOVER AREA: 5,175 SQ. FT (29.1%) 91.7 \ 45.6 892.9 X893.1 DRAINAGE UTILITY EASEMENT X879.9 X879.5 X878.7 X884.2 1 9 891 82.2 4 . .• 883.05 X SCALE : 1" = 20' Legal Description: LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITION, HENNEPIN COUNTY, MINNESOTA Cl5FL 882.36 REVISED 03-18-15: ADD ADDITIONAL HARDCOVER COVERAGE CALCULATIONS. I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 24TH day of APRIL 2014. ..••••••• ..••••"- •••••-"" •••••••"' 874.97 +PINE 24' 877.2 575.78 X877.20 EXISTING HOUSE MAIN FLOOR 5.83 EXISTING CONDITIONS AS-BUILT SURVEY 589.18 30 887.2 >6585.4 prr r7 ' ("7_ 3,x‘8G.0 883°48'15"E H 36" 138.52- - 1884./1 \ 883.4 I x )182. 20:00- /n 880.8 X881 .4 X880.0 888.68 891.3 IP X879.9 890.2 X890.8 V.87.8+ , PINE 30" I 889.5 X890.1 X889.7 /884.4X • IP ‘1<7.9 883.9)< ) "/A588.C/ ADDRESS: 5717 CONTINENTAL DRIVE X882.1 to CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908.61 LOT 6 886.9\ 586.97 X882.5 889. X890.5 /1/4 IF 4 I II K 882.2 L..9._ 1/4/ I 1/4 1/41 890.6 552.5 16.3 0.3 89'. 14.5 588.2 / // II I WALL / I/ 882/59 1.0 / iJflN9' I-IQUSE MAtH FLOOR 1 89 t\ I 5 1 1 1 1 1 GrAR• AGE''' TUCI5, Ui<DER GFLe -852.51. 34.2 X581.5 1.;.n 890.4 MPL 4"-* 590.3 4 .8214. .1: • 3 -X582.2 r- "-% • I I% '" I II Ln I 482.1 \ 880.4X 82.2 882.2 2.3' X889.3 8 9.7 44 882.3 X878.3 889.4 r 1 \ .9 878 554.71 \ X877.5 x887.6 POOL 852.3 888.0 887.1 it • • 58?.5•• • • • • • • 4 4 4. oag.5 - - • . •882.4' ;44.'1 557.6 882.2 - 102.3 887.1 I ; 882.93\ 1 TM " &y8,085.50 \ \ \573:1 57 \ \ C77:;) f:882.7 cp a 0 0, 0 00,, .44\44414441c, 886 7 X 886.7-- 854.5 884.9 •-••••"" • 4 . • . . • . • 4 . • . Aei.i :2 X881.1 52.1 542.2 X876.6/ / .4 4 8.7_7 X878.7 4 4 878.7 879.0x, 4' • x820..fy jp-tr - 97.35 S89°01 00W 11 CBRFL 874.68 0 - - - 878.3 877.05 X 879.77 874.34 X 576.25 o -- 3 \ BISCAYNE - X875.88 ,••,-• ENGINEERING CONSULTING ENGINEERS, ROBE PLANNERS and LAND SURVEYORS ENGINEERING ' COMPANY, NC. 1000 EAST 148th ST., STE 240, BURNSVILLE, MN 55337 PH (952)432-3000 TRAFFIC FLOW - inn. Reg. No. 19086 X 875.20 874.66 RUSSELL P. DAMLO TREE PROTECTION DETAIL rcr- EXISTING TREE TREE PROTECTION FENCE DRIP LINE 1. TREE PROTECTION FENCE SHALL BE 4FT, ORANGE SNOW FENCE. 2. FENCE SHALL REINSTALLEDAT DRIP LINE WHEREVER POSSIBLE OR AS SHOWN ON THE PLAN WHEN RUN THROUGH AN EXISTING WOODED AREA. 9:89.71. 037.2)1 1885.5I z -- 1 09 o.o frB (T\ 86.1 A80.0 882.8 I 882.4 DRAINAGE 4 / UTILITY EATEMENT ED IP / 876.5 Noma, S86°48'15"E„,/ /138.5 -- e I ASH 36° I I 10 885.5 / - 55° / TREE SPECIES TREE SIZE TREE HEALTH REMOVE (R) PROTECT (P) 1. MAPLE 2. PINE 3. PINE 4. PINE 24" DBH 30" DBH 24" DBH 24" DBH GOOD GOOD GOOD GOOD (P) (P) (P) (P) DBH - DIAMETER AT BREAST HEIGHT NOTE: PROVIDE PROPER TREE PROTECTION FOR ALL TREES DETERMINED TO REMAIN. SCALE : 1" = 20' Legal Description:' LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITION, HENNEPIN COUNTY, MINNESOTA I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 9TH d of SEPTEMBER, 2015. RI:2,406.4-Minn. Reg. No. 19086 RUSSELL P. DAMLO P CONSULTING ENGINEERS, ROBE MANNERS and LAND SURVEYORS ENGINEERING COMPANY, INC. 1000 EAST 1464H ST., STE 240, BURNSMLLE MN 55337 PH (952)432-3000 0.33 PROPOSED CONCRETE DRIVE (>:(; 0 \ APPROX. 5% EL 40 < 0.33 I \ I\''R`DernAACCEKAZ \ (' • REE PROTECTION I \ FENCE \ \ Ii T I \ \ I \ N. I i \ \ 1 \\ 6.5r 00, -..._....i _ 2i. N. ..)2` 47.4\ \ "0,-Q N .00 ........ , 7 ,,, 7 I „....,...11 - - EXISTING, ___ _..... • 4. S CONcITETC DRIVE ,......n ---.. • 4 4 . •4 5-n L:-..01 I I ..--- TREE 5 BACK LONE NON-REPLACEAJ3LE -- SILT FENCE ...-- --- ---- ....- lk ..., .." -1 _,- TNTI N.. 1 885.50 \ ‘..,1 \ N, 850.2 3 A - - -- L PINE 24') --- ---'4-----7---"97.35 - S89°01'0i1N 4,4 \ .., -- - _i_.,.;4*/ 877.03 870. • .20 BISCAYNE 15614\LEViI80R.15. TREE PRESERVATION PLAN PROJECT Na 15447.00 PREPARED FOR: DONNAY HOMES 000.0 DENOTES EXISTING ELEVATION (00o.o) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 830 30 ENI ?'1 11.'..iNE 30' -8 889.5 as --b92/ ap EXISTING HOUSE MAIN FLOOR Ri 83 857.2 -1- 804-- 890.9 TREE PROTECTION FENCE 45.71 0,-11 21.0 EXPOSE rounT010,1 AS NEEDED / • • • • R./PROPOSE GARAGE ADDITION 44, ....0A<FLOOR 882.51 .33.20 Ayi 2f 43 36 ADDRESS: 5717 CONTINENTAL DRIVE CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908.61 10.1 i. o. I I - I • / ., A •,, 1 / I Is! EXI5TITIL )4ALKOL)T f-,1 CONC \ c,..) / /882.59) PATIO I CO I / '• I / .*: :: i I q / . .. 582 3 / / 1- C..:.) lg., 2 i IIOUSER k 3'50 ,7i . I ' / 0 C_.), r° 04 i 1,8111,N1 ir 0 \ 2 .0 I / I \ \ I / CI.1 i \ \ \ A 4 I ii --- ..,....T86K LINDER / GAI.AG.; -- 1 ) ) .c , / / /1 x 874.00 TRAFFIC FLOW x875.16 511 C0KiitieA/Cfr4-19 NR•