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515 Brooklyn Ct - Site Survey r Surveyor's Certificate A L- 1 i" 1 1 1 1 1 SURVEY FOR :Manley Brothers Construction DESCRIBED AS :Lot 2, Block 1, LONG ACRES 2ND. ADDITION, City of Eagan, Dakota County, Minnesota L_=I C. I; 1,II I and reserving easements of record. Edge of Pond 959.0 967.7 934.7934.9 N 89'49'18" E 307.54 959.7 In Water Tim & Darcl Dawson Res. / 52.26 STMN 967.9 934.9 N Drainage and Utlitly Easement 966.5 1> ~ONh a: NIFL=986.28/ INV- ~///7 ~n+ rFl'tp~RR /A y\ ~°c/ / HW1=937.;, ~oRo Vn IJ IiQ V RFE ® _End of Edge of Wetland 948.9 EVVE ® 946.7 B A U_ 946.7 k$2 Y Dam A µi R947.2 Wetland Buffer Signe 947, ° 947.5. to W Z Os r 9LiIIIII 1 10 00 1953.0 4 7.57 j 945.5 7o •2 3? 00 954.2 a3 a 00\ ICI N Y. / H O \ k7 • . 'y (p n F. '@ \ 8 ) 953. -P / $ / 956.3 a B E> `i \•c~m ' / C~ - 953.6 800 o ~ saw 65 9 .5 954.0 I ~d S •r ~'E~~' R=55.0 gs~.\ o a ,1J l -1 6'69 Z$ srv s \ \ 954.0 96: o 953.5 ! 26.00 _ 9 z2 toy*_ g ~9 42,p1., W 145.70 L'q1w Z__ / 15 S 515 ,moo BROOKL N 9 952.9 *`3,IflUUmlpUUp 94.2 r ;-,1 0 O CO UR 952.8 y6,0 Proposed Lot Comers Elevations, L/~Qn w 951.0 Are Per City Approved Cp : " 33.30 Grading Plan. ° REGIST.ypmZ = 949.6 N 86'34' ty Boca Kamm ®13 0®6 SULU u m~ PROPOSED ELEVATIONS Sl,f~P , R 950. Top of Foundation =957.0 '43i6 A m~ _ • - h _ Garage Floor =956.6 4'- LOT SQ. FOOTAGE = 50,744 Basement Floor =948.0 lnltaN`~;o``` Aprox. Sewer Service = 943.1 PROVIDE AND MAINTAIN HSE SQ. FOOTAGE _ Proposed Elev. = O INLET PROTECTION UNTIL LOT COVERAGE = 5.0% Existing Elev. = FINAL TURF IS ESTABLISHED Drainage Directions = ,I I A n i r I . r. r- e r r, r 2ND. ADDITION, City of Eagan, Dakota County, Minnesota 1`J - % record. Edge of Pond In Water Q42) 634.6 N 89'49'18" E 307.54 s59.o 966.7 967.7 / 52.28 STMH 9679 / 934.9 Drainage and Utlltly Easement 966.5 NWL=9, _ .rya 0 ca' / HiVL=937.8 INV= -End of Rol Wall- C~I~("tii,Q'9,~n." =J L ///~^j ~aA~ / ii / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 960.1 962.0 !nV Edge of Wetland cz! / V 1 •ry Wetland Buffer Signs 47 'Alb 0 0 W Z / 2 = d \ 1 00 1 m m io :I] 953.0 7.57 g F IT, e co 22~°p01, / 4 2 °O 1 9 S 1 ` ° a I , r W cL~~i~ 945.5 ~7z0 ^0 1 p°~ ea, 0) Y ' oFoc i 1 a/o o o I O] --1 605 i 1 40 ')"X N .2p 13 1 1 - .00 . 954.2 0 m c0 090 and _ - 001 0 \ I,o N _ Drdv\ E, i M ti1 g8 953.3 p ° I $1~ 956.3 1 v, / W j / M \ \ 953.61 600 0 o Sp m. * =135'0753, s3@s o°O 954.0 6X16 / R=55.00 6%~ ~V/ J J - 6666 =1 29. 72 954.0 t g srv's 25.p0 9535 Io 985.6 0 952.2 o 954.0 ~Yl 4,~J.70 954.0' 42' 01" W w o 515 9 OO~K~ N 952.9 BR('~0 'p 949.2 Ci li ~O l/R 952.6 952.8 g0 p p.~0 2 9s.D R ' ~ 33.30 949.6 N 86'34'00" E „~•tili:.. BCCB