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S: plowe\cad\15proiA15-1536 TURNBERRY CROSSING 2ND \15-1536 CAD \15-1536 BASE O.dwq <br />0 <br />z <br />En <br />1089NOO 8S <br />SSANlsn8 <br />1 <br />ROCK CONSTRUCTION ENTRANCE <br />PROPOSED FILTRATION MEDIA <br />(TYP) <br />1 <br />W W W 4. <br />W W W <br />- <br />Know what's below. <br />Call before you dig. <br />N <br />0 <br />✓ nz <br />1 <br />60 <br />1,1 Co <br />EDO <br />c0 <br />I/// r� <br />Y Y /` 4 <br />Z ` <br />RES RE <br />L PL/1 <br />0 <br />7103 <br />�O -lfk •..... 8. <br />o(O I D <br />rn m. m <br />Co <br />ro, <br />o MO - \�_ / <br />X <br />X <br />.o•'• I \ - / / � / A <br />A <br />x X co. \' `'// \/ /` 1 / <br />o min hP? w <br />" x <br />PP <br />M. 00 <br />P".72,. <br />�2 mo <br />O W (pex• <br />V <br />MO. <br />zo <br />DO <br />UO <br />U <br />-1000 FOOT SETBACK FROM <br />ORDINARY HIGHWATER LINE <br />f MARSHAN LAKE <br />X 7-1P <br />X •••.Ox 80,12 <br />Av9' <br />RS 00 00 <br />8o <br />A <br />/1 <br />'\I <br />/-? <br />r <br />S/ <br />A/7- <br />Ty <br />l <br />ly <br />\ <br />/ A / <br />L,,(I -/rte <br />r , <br />..--1- 1 I h . /. <br />< A / 1' 1... m� / I r < <br />-- / / \ <br />(, I / ` J 1 <br />o m01 i'1 <br />.. <br />�(D " <br />0co <br />SN CO <br />0. <br />000.X <br />XmO. . 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I41X <br />ELEV. <br />SEE PLAN <br />RECGI+1MENDEL PLANTS: <br />SL4'NY ARE"A5 s& pY AREAS <br />HEY ENGLAND ASTER CATERPILLAR SEDGE <br />MARSH MARIGOLD VIRGINIA BLUEBELLS <br />CULVERS Ran SENSITIVE FERN <br />AIINESET <br />RLuEr LAG IRIS <br />S VITC t RASE <br />(OLDER ALExANI1ER <br />RECOMMENDED SHRUBS! <br />SUNNY OR <br />S -IAD" AREAS SI-1AEW AREAS OIJLY <br />BLACK CHCKEBERRY IEADOV S'1/CET <br />Rfl OSIER DOGWOOD HIGH BUSH CRANBERRY <br />LOM' BRUSH HONEYSUCKLE <br />PUSSY VILL,k! <br />L <br />1 SAND GRAVEL AFX <br />PERFORATED PVC DRAINTILE <br />IN GE3TE7iTILE SOCK <br />RV ZRFLf <br />LRE DRILL FNS CRDUT <br />OR PRECAST CONNECTION <br />TO STORM SEVER. <br />STORM SEWER MANHOLE <br />OR CATCH BASIN <br />STORM SEWER MANHBLE <br />OR CATCI- BASIN <br />OVERFL[2V STRUCTURE NAY N07 DE REwJIRED <br />IN CERTAIN LOCATIONS SUCH AS ADJACENT 70 <br />POH11ANG AREAS AND/ OR WETLAN11S. <br />INFILTRATION BASIN <br />o <br />t> N <br />0 n <br />0 <br />(n CO <br />0102 <br />015, <br />A .p <br />02 <br />CO <br />0 <br />• <br />�p <br />900.53 <br />TC -D <br />900.51 <br />TC -D 800.24 x 900.28 x <br />900.47 TCCUT TOE <br />TC -D `D <br />900.59 <br />TC -D <br />•N....•.902.. o <br />O <br />�. ......W ., o•., 901.2.5" o <br />• <br />Gf.•W <br />O <br />cp <br />rT1 <br />I ' I <br />01 00 <br />min <br />A <br />60 <br />EOF 898.25 <br />0 <br />EOF 898.15 <br />O. <br />. <br />20 00 <br />-1O <br />n O <br />v <br />v <br />Q CO <br />COO <br />o▪ v <br />A / \ I I A <br />1 1 I I /_‘ <br />/ , .)C ., / V <br />EOF 899.20 <br />co <br />0 <br />X <br />0202 <br />�02 <br />0291 <br />z - <br />0 1 \ w <br />/ <br />EOF 898.33 ' /\ <br />/ r <br />/ 1 <br />0W <br />GO <br />PROVIDE INLET SEDIMENT CONTROL FOR ALL <br />STORM SEWER INLETS WITHIN 24 HOURS OF <br />STRUCTURE INSTALLATION. PROVIDE ALSO <br />FOR EXISTING STORM SEWER INLETS THAT <br />WILL RECEIVE RUN-OFF DURING SITE <br />CONSTRUCTION. LEAVE IN-PLACE UNTIL <br />SITE HAS BEEN STABILIZED. (TYP) <br />A / <br />R /1/ <br />V , <br />/ <br />\ N/0N , <br />PE <br />0 CO <br />1-w0 <br />A00 <br />5< <br />rn <br />0 <br />STORMWATER MANAGEMENT PLAN <br />TURNBERRY CROSSING 2ND ADDITION <br />DRAWN BY: DESIGN BY: <br />C.M. C.W.P. <br />CHCKD BY: <br />C.W.P. <br />PROJ. NO. <br />15-1536 <br />ORIGINAL DATE: <br />MARCH 4, 2015 <br />REVISION DESCRIPTION <br />CITY COMMENTS <br />w <br />1- <br />Q <br />0 <br />05.13.2015 <br />0 <br />E c>z ) <br />>,E} <br />_o co- <br />a) <br />Lig <br />a <br />L o <br />2 -0 /n <br />a C C <br />/n c <br />• .o w 2 <br />c '� • o <br />a Q) o m <br />w (B <br />U ovo <br />0 <br />E <br />c <br />• L <br />T- U <br />2 7 ›. <br />r <br />TURNBERRY CROSSING <br />2ND ADDITION <br />LINO LAKES, MINNESOTA <br />PREPARED FOR: <br />HOKANSON <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWS <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />0 15 30 <br />1 INCH = 30 FEET <br />C2 <br />