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519 Brooklyn Ct - Site Survey Surveyor's Certificate AVREQUIREQof Pond Edge of Pond RVEY FOR :Manley Brothers Construction S89°49'18"W 117.7 in water ) / SCRIB D S :Lot 1, Block 1, LONG ACRES 2ND. ADDITION, City of Eagn, Dakota County, Minnesota POND 2 and reserving easements of record. Water Line=928410-30-04584 0'16"W 21 74_~ ~930~ 0 WETLAND 0. 833,2 l OUTLET= 828.55 R/w BCCB 80 i HWL=930.0 935.1 934.2 r 1 / S ea R IS. uu- 3 T2S D Edge of WMlan~' OUTLET= 928.55 - Skimmer= HW = 313$- - • -1-// STMH 932.6 / / 935.1 storm /b+a, \ 9\ I / E 'ge of Wetland LLA Drainage and Utiitiy Easement ' i, `~~~\~8* -T . •y~~// f~ Wjieftand Buffer Sign W Wetland Buffer signs W 932.0 931.4 O INSTALL a• * - - - - Ng0°oo'oo- ---------t 9 / / I i / ! o sud? / 32.6 - ; 1 O / \ al Edge of Wetland it O 34.0 \ 38.01 G\\ t0 N 9°// /``?p 937.8 937.2 cl l~ Drainage and Utiltiy Easement rq '8 938.0 of W 00'pp~as o 8p / Exst. Home 935.5 937.9 ftN Mau /i \I TOB = f~l 1 93 .2 940.2 \ I 937.4 \SSe°p2 1 1/ 946.8 rR r `\2:•i" h~ 50 00 937.6 `S\$/g 4424E 45.30 t~ia ( 943.3 2 `1O \ w / N15° Fpp ry00'S 46.4 y W N65°50'53_E 66.58_=-t34.1_ PROVIDE AN MA TAIN 933.3tF INLET PROTE TIO UNTI L _ 43. - 0 FINAL TURF ES HLIS ED t g pppp 55~~ r~ yy 943.4 I VNST L I InS©SUO07 0 - 949.2 BC m ; I B~NK!T (02 £O® 0 151.0 93 .9 r-_____ - mF1s ~,186°34'00"E 98.86 N89°40'29"E 178.55 A=3-06- 2994x11 + a6 975.00 used Lot Comm Elevations, ler City g Plan. Approved saume water ma n~ - . _ . _ . Assumed son main )POSED ELEVATIONS - • - • - • - - - - - - - • - BROOKLYN Approximate Location per plan from Pioneer Eng. Hedlund En g. not responsible for finale location COURT of Foundation =947.5 of buried pipes or depiction. age Floor =946.5/Drop 1' ;ement Floor =938.5 ox. Sewer Service = 935.0 posed Elev. _ irections LOT SQ. FOOTAGE = 63, 92~Y'p:.1 inlageEDlev. rotes Offset Stake = e BENCHMARK, HSE SQ. FOOTAGE = 2,4 z 6. JOB N0 TNH~12&13 1 1ST ADD. LOT COVERAGE = 3.79 = . REGIS I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION EL=920.99 yEDLUND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 05R-582 = 4 3i1gVF :ff` BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: x 14,376 Q`.` SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. MIN. SETBACK REQUIREMENTS ~ ANNING ENGINEERING SUBVEYM49 2005 Pin Oak Drive 12/21_ or. Q, ° Front - 30 House Side -10"~OFMINN Eagan, MN 55122 DATE---- CAD FILE: sC u : 1 Phone: (651) 405-6600 J D. LINDGREN, ND SURVEYOR Rear - 15 Garage Side -5 SCAtE: 1 Inch - 30 feet Gmr • fRFtl 4nfi-fifinF MINNESOTA LICENSE NUMBER 14376 Manley-05 urvey®r s# er~2~2eate ? '6' r, 11 IJ Edge of Pond Edge of Pond 1 T J SURVEY FOR :Manley Brothers Construction S89°49'18"W 117.72 In Water J DESCRIBED AS :Lot 1, Block 1; LONG ACRES 2ND. ADDITION, City of Eagr/n, Dakota County, Minnesota and reserving easements of record. POND 1 p Water Une=928.4 10-30-04584° 6 W 21 30I~ AETLAND 1 R/W BCB 933.2 ~ ~ ~ \ . OUTLET= 828.55 / / 935.1 934.2 ZAND 1 Bo SAL=930.0 34 Spec. Rea B 3 23 ' / Edge of Wetland, \ OET= 928.55 Skimmers d W6930$- • - . I _j • ` I / ' STMH 932.6 / • ~e4rl ?S~f __a N 935.1 y storm 9Vs 1 / / / / EAe of Wetland Drainage and Utiltiy Easement r It W=fietland Buffer Sign 1-4 W Wetland Buffer S i 932.0 N90 00'00"E 90.01 931.4 0 =4p * ° 935.6 aI i ef` f' C1 s p O \ a1 Edge of Wetland i ij 1 / / s ..~sffC 934.0 \\938.0 ? 9 nl ~i Is \ \ry .0 937.2 wl Drainage and Uti nt 00 (a OD _12. IV .0) (A ,s~ 00 935.5 0 141, 1a •ao 937.9 NI A\ Exst. Hom 14111111111, -,JOB 9312 4k W //gS 940.2 \ h. i I 948.8 ~,t°•` `'y0- 937.4 '0`?s• 9~ Ot \D 937.6 / 2g E .30. j7p I 9413 ? tip' \8 W I I x o~• 946.4 W N85'50'53_E 66.58- _ _ _4341_ - - - I - 8~y 933.3`0 - - - - - 1'i I 943.4 0 BC I o 949.2 93.9 I---------------------- X51.0 39.2 / Srv's L=52.69 Note: &=3°06'29" TM" 486°3400E 98.86 938.7 N89°40'29"E 178.55 948.11 .6 R=975.00 - Proposed Lot Comm Devotions, Are Per City Approved 943.8 Grading Plan. , ~ seams wa e0- ma n~ _ - • - . - • a PROPOSED ELEVATIONS Assumed can main • - • - - _ • - . - - - - - . - . - . ! - Approximate Location per plan from Pioneer Eng. BROOKLYN . To of Foundation =947.5 Hedlund d En g. not responsible for finale location COURT p pipes or depiction. Garage Floor =946.5/Drop 1' Basement Floor =938.5 Aprox. Sewer Service = 935.0 Proposed Elev. _ Existing Elev. Drainage Directions _ LOT SQ. FOOTAGE = 63,92O:.\): Denotes Offset Stake = e BENCHMARK, HSE SQ. FOOTAGE = 2,423 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION JUU NO TNH®12&13 1 1ST ADD. LOT COVERAGE = 3.79% HEDLUiV® OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 05R-582 EL=920.99 BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT -AS SHOWN. BOJK-. MIN. SETBACK REQUIREMENTS PLANNING ENGINEERING SURVEYING 2005 Pin 01Drive JJq - Eagan. MN 55122 DATE- 14 21 S CA F111, f Front - 30 House Side -10 Phone: (651) 405-6600 7 J D. LINDGREN, 6AND SURVEYOR: Rear - 15 j Gginage Side -5 Fox : (651) 40t-66d6 MINNESOTA~LICENSE NUMBER 14376 Manley-OS SCALE 1 In~