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4830 Steeplechase Cir - Site Survey Certificate of Survey TOLL BROTHERS OF ~ 1400 Corporate Center Curve _ L/ ~ Eagan, MN Zip 55121 4826, 4828, 4830 STEEPLECHASE CIRCLE 3:1 mawmum slopes S~~ ~ ~ Re 'nArag Wa01 Wi61 ~ . \s 9 ~ 8510 R 11ired _A a~ TB TEEp ~ ~ • ° 1 y A SAN MH ~.E.. r NORTS ~ ~ \ ~ • O~ 9 , Orainage ond U4ility Eosement per plat 985.27 0 _ 30 ` ~ ~9$2~Z9 i~ ~ $CAI.E IN FEET ~ _ • . ~o I ~ oo` 1-~ 50.52 6 ! ~ 6o°°i ~ ~ ~ 9 g'L• 9'199 ~ 12 9j8 a-~- 55`~g ~ INSTALL p~ C~M SSI 1 gg033.0 - t- ~2.9 ET ~ S o dr Pko. ye ~ I ^ ~ sti' 9e ` 4.07. g I a+ ~ w N ~ ~ o x o~? ~ ~ ~ _ 28.0 . J (1 , c`.r Q$ c , ~ o,~J $ti ~g,~•°` ~ aa _ .0 !Ei • ~ 76 stoo J C~ter of circt° ,~Il, d6~y • ~ _ lyp' 19.6 ) t 6vi ~ C~i ~ C9~ 3 e~ 1 °a a a ~ 90 o 0 WO House ?`70~°~ -~I i Na ° o` ~ ~ o ~ c~ 9~6 •Z .p arn ~ D oo 0) o ' Minimum lowest floor Q,c a3 O a~ f/~ Lp 56 ~l 1: ~ elevation = 977.4 'O` ~ ~ NWL=963 ~ ~ HWLs9 04 ~ ~ Prop. San. & Water p-opll 9$ 19.0 ~ ~ Inv. elev. - 970.0 ~ dr?~ . ~ r' l o v. I 2.5~ O v 4 p y ~ C CC) AN M^ Q O~ It ~ Q g~ a3'19.0 ti/ / C' ~0p ~ o y a n 1 R, (~y~~ V i L. V_I r_ 00 83.9 ~ 9' 'C a w~ n! O co c,.1k BENCHMARK .~5.~ Top. Nu.t Hyd'rant Lots 1 ond 2, A,.9',"- (6 3,..3-tL'~'vpiL'~c1'Irt`ISLi ' j Elevation = 989.17 feet (NGVO 1988) ` ~ . `t"-"'. Droinoge ond Utility Eosement per piot IEWED 5 ~ t By EAGAN ENG G D a LEGEND AREA Iron monument found .w-- = Droinage Direction LOt 2, Block 8 Area = 19,001 Sq. ft. a.= Offset iron °840- = Prop. 10' contours from groding plon TOtal Condo area = 703 324 S ft. - -842- = Prop. 2' contours from groding plan ,G• ~;7- = Oroinoge & Utility Eosement Existing sanitary sewer 20% Max. Coverage = 140,665 sq. ft. Foundation Lot 3, Block 6 = 9073 sq. ft. xsoo.o = Existing Elevation = Existing storm sewer aoo.o = Proposed elevotion from grode -I-= Existing woter Foundation Lot 1, BIoCk 7 = 9074 Sq. ft. or development plon O = Sonitary manhole ~ Foundation Lot 2, Block 7 = 7106 sq. ft. oa = Gate valve Foundation LOt 1, BIOCk $ = 6676 Sq. ft. -840- = Existing 10' contours ~ = Hydront Foundation Lot 2, BIOCk 8 = 6815 sq. ft. -842- = Existing 2° contours p = Flared End Section Foundation Lot 5, Block 8 = 9072 sq. ft. Total Foundation coverage = 47,816 sq. ft. Beorings snoWn are ossumed Remaining coverage Available = 92,849 sq. ft. CI TY OF EAGAN PROPOSED ELEVATIONS PROPOSED ELEVATIONS Lot 2 B IC) ck 8' 4826 4828 & 4830 984 ~ Garoge floor elev. = 984.0 Garcge floor elev. = .7 Top of block e1ev. = 984•3 Top of block elev. = 987.1 Lowest floor etev: = 975•7 Lowest #loor elev. = 978 4 STEEPLECHASE (Lookout) OF EAGAN oRAWN: JAG CHECKED: MEC Orowing File: 700\718-t»2.B8 DWG Project No. 2006m408-L Sub ject to easements of record, if any. Duluth, MN. I hereby certify that this survey_ plarr. or report was prepored by ` Hibbing, MN. me or under my direct supervision ond that I am o duly Licensed f-°lam Lake, MN. IVlinnetonka, MN. Land Surveyor under the laws of the Stote of Minnesoto. Pi-K C XXnYSBYM LTD Phone: (952) 933-0972 June 15, 2007 Fax: (952) 933-1 'I 53 Michael E. Cannon, MN License No: 40035 Date EsT'9°° www.rlk-kuusisto.com Revised: 7-5-07 City Comments Revised: 7-20-07 City Comments 6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Jul 20. 2007 3:31pm T: \Toll Brothers\2006-408-L\dwg\700\718-L2-68.dwg