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CB6 <br />( TC 909.15 <br />Inv. 906.11 <br />0911 / <br />TO 91553 <br />Inv. 90 .25 <br />15611,016/ <br />• :0.59 911.59 <br />/11= §3 CB4' 549 <br />en.ss <br />5 <br />8 0.15 <br />-: 00.70 <br />. 905.52 <br />® 0.3 <br />4 <br />908. 5 <br />905 <br />0.52... 1 911.45 <br />/ <br />5910 <br />TC 910.55 / <br />Inv. 907.00 / <br />10.03 hc, <br />/ <br />/ <br />0912 <br />TC 907.90 <br />Inv. 905.72 <br />hive <br />09.5: <br />.22 <br />i <br />a / <br />910.48- <br />nv. 9,0,7.34 <br />909.0 FF <br />I C915 <br />909.50 <br />902.83 <br />, Rlprop • tie)/ <br />Rock Entrance <br />Top f Berm <br />Elev. 908.4 <br />ow Direct]•' <br />-'- -906 e.. <br />A.,RCP <br />.4 ;#i A7'°" Inv. 902.d-s----90 <br />Beehive CB <br />RE 905.86 <br />Inv <br />NOTE: <br />ANY UTILITIES SHOWN ON THIS PLAN <br />ARE ONLY APPROXIMATE IN DEPTH AND <br />LOCATION AND MUST BE VERIFIED BY <br />THE CONTRACTOR. OTHER UTILITIES <br />MAY EXIST, AND IT SHALL BE THE <br />RESPONSIBILITY OF THE CONTRACTOR <br />TO OBTAIN THE LOCATION OF SUCH. <br />Apron 905.01 --- -_ ---- , 77711 <br />ERECE VED <br />FEB 0 7 2005 <br />CITY OF LINO LAKES <br />GRAPHIC SCALE <br />( 199 FEET) <br />linch= 50 ft <br />Ooo0000oc Siltfence <br />Note: Setfenee will be Metalled around <br />oil <br />Me until permanent erosion <br />control installation le Imminent. <br />REVEGETATTON/L.ANDSCAR b MOO.* <br />Sihfeoce will be metaled around the perimeter of the site es ebown on the plans to prevent <br />soil from leaving the she via broslon. *this 5 days of coglplotjon of gtadog of individual <br />areas ofthe sne disttut;gd moos vflll tip seeded 6491 04 or sodded. Buldiny pads <br />that hive tieeu Bade91 W114P $e6 <br />�INFIL) iION BASIN$ <br />Na mo pg of 909)4 igateon1' 9J be r hFsm areas Fmel grading oftliesp basins wlp tie left up4199 Totmjipg arghs hive bppn stgbilred w6p u)4ey¢ , 9091 <br />b mP1i pavement lid wiaibp apEo ip w,. a WO a wide -lepax gorse to i., * <br />0OippeedOL. .. .." <br />A 50-50 mar Of op -s„t Owl topsoil wlill be sptcad to a 45541 990 dep b 0-£6 inches. <br />Teo <br />anhr sres <br />di *wih be *44 wh M DOT seed dS 9 ad Mpot 33 type 1 disk - <br />POND CONS CI N <br />Po491 Cou$Rtic4oil win ect0 otelgptgry 9 to aow dewsiering Pond b0n1, wil Od flie <br />fygter to by 4 l eg p to ti#4 po th ¢jtc u 05Lilac Drive. <br />Tim effiuc pgRd wiU tie i:egraded to allow coa9troc9on of alafoui wide (10:i slope).. <br />be44 9201/44V2s qdtF4 12141'a6n FLa boas 901.9-902.9, and reseeding of on entice <br />Pond. Tlst: pond 9058 r n be ov . I <br />ad by 4 feet a!' #' by 2 feet m fps xjm 0-o Below will: 0 cd *fib *Wean The <br />4 yfDOt?!Fnn£' ( 4404*, t es r '" <br />.4cirnlY>� 0x9969) ip 00 thin ek:vation of 902.4. Geotwtt0e <br />fitter fob p 1Fy(lei 2 t o1•fibpWer nprep will fie placed aro>1Ad the pond between <br />;)evgtioas t4 >tpd 904. Abpve 4 xjptap the pond will be 4994991 w,W W17d Floryee <br />*47 0444 cm u0 f bF,lc _ 69 to be 41449ved by tbe Eo)rmee . <br />I TATTP.N,i± <br />Remove 9969, (oOtelt si(t pee q�p17 1 115 <br />Step $ip4* 1440.11, Eeinove o 45 g jrIdtngy g ii.44.. 40111$27. : . <br />Ertieeete Pena do 4e,e W!!'AI,1,0), 5 74$ Ctiv wale grade site Apn125 -May 6 <br />9140 Rani Conatrgppou <br />IR@t/A wit*, apwet 0.0 May 9-27 19;50_ e bgvl, 91s NO sir gr nip) i1 club & gufttr - May 3I -Jpoe 10 <br />eeplge topsdd, Q,19d95h Jgge 13 -17. <br />Pave om Acepss"RP,(d - .j)4,Pe 20-24 <br />ROCK CONSTRUCTION ENTRANCE <br />9/16/00 <br />51MDAND 50WNI0 <br />No. <br />'605 <br />5' NE1AL OR 2'•15000 FENCE 0051 <br />Nat: -5117 rfHCE SNAIL 060100 TO <br />wlDar 3996. T66 <br />- 1990X0 5NLLL' BE 010069 09.0999 a9PaaS <br />We.x6 OaSCIFD B! eIaNEFR. <br />SILT FENCE <br />]/19/50 <br />0194010 MASONS <br />601 <br />SECTION <br />NOM <br />PUCE 2 EA -r'x 2•' MOD SWIM OR 000005000 VMS 91 <br />MN BULL 2107006 w 112 GROUND 10° wawa,. <br />BALE CHECK FOR STORM SEWER INLET <br />9/15/97 <br />TKDA <br />EN1N0R5 ARCHITECTS PLANNERS <br />51900010 0 MINA <br />604 <br />I hereby certify that thls plan, specification, <br />ADDITIONS / REVISIONS <br />or report was prepared by me or under my Nil. <br />direct supervision, and that I am a duly <br />Licensed Professional Engineer under the <br />State of Minnesota Statutes, Sections 326.02 <br />to 326.16. <br />� u IA" - Y'1 0w4 <br />Tedd W. Mattke, P.E. <br />Date: 2 /s //S Minn. License No.15612 <br />DATE DRWN. CHKD. APPVD <br />COMMENTS <br />Mattke Surveying & Engineering, Inc. <br />1 <br />7671 Central Avenue NE <br />Fridley, MN 55432 <br />(612) 783 -0300 <br />Equinox Development, LLP <br />AUTHORITY 425 Arrowhead Drive, 4E <br />Lino Lakes, MN 55014 <br />(612) 408 -2826 <br />PROJECT TITLE <br />Apollo Landing <br />DRAWING TITLE Grading, Drainage & Erosion Control Plan <br />DRAWN ^ADC APPROVEC TWMI I DRAWING OF <br />.. ^HECKES D.ATr 2/5/05 I SCALE: 1 =50 4 <br />7 <br />