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pleafmAoky �2f�I1IN�, DRAINAGE EIZ'oSioN CO/OWL AND OM PION <br />JUSTIN'S PRESERVE <br />C.�.a lam, MN <br />S <br />OHW <br />LOW FLOOR <br />LOWEST OPENING <br />989.6 <br />'7 886 <br />ass? .•sea <br />8 <br />WET LAND <br />OHW <br />\ <br />8 <br />qs <br />11 11, <br />\ r <br />or/ <br />.61 <br />s 93, <br />s00 <br />_s- <br />/ <br />S <br />\\ // <br />\CO3�\ <br />E 890.2 <br />83.94 <br />aaa <br />E 884.64 <br />73 <br />CASRNa 9/AIL 8E B' DLL <br />BOLTED COVER. AS <br />APPROVED BY ENciNEE112 <br />FINISHED GRADE <br />- 1541 <br />r- 4' PVC <br />4' W7E <br />4• PVC <br />N <br />•' 11111EAOED PLUG <br />4' CONCRETE PAD <br />4• T 4B BEND <br />NOTES` <br />- ALL JOINTS SHALL BE SOLVENT WELD INCEPT AS NOTED. <br />- 4' SUP MANY PLUG SHALL BE BLOCKED SUFFIOENILY TO <br />BAIHSTANO AN PRESSURE 1ESTNIa. <br />CLEAN OUT (DRIVEWAY) <br />8 <br />'S> <br />Rs <br />87.4a <br />S <br />•r, B86. 7 887.13 <br />PROVIDE INSULATION OVER SANITARY /FR <br />CO2 TO HOUSE (2" MINIMUM} STYROFOAM) <br />EDGE <br />,IIr <br />WET <br />OHWL 887.59 <br />OF DELINEATED WET LAND <br />/'Cs <br />// EASEMENT LINE / <br />LAND <br />13.73 \ <br />1752 i ° —z — — L10 7.Qa.— <br />980 I �s - <br />69% IRO AV C OAFS \9 <br />2 2. <br />v <br />OH <br />296.27 <br />7 <br />CO 2 <br />RE 890.00 <br />IE 882.94 <br />.> <br />5L <br />1 <br />%4)6' i <br />I0 f <br />0 � IJ <br />7) <br />07 <br />L. <br />\ ► A 1 I <br />/I\ <br />\ + h\ I ' <br />\ <br />coon\ g 1 <br />LZ. <br />T� <br />/4 "'1 <br />CURB STOP <br />� 009) <br />pONNECT TO EXISTING <br />8 STUB W/ CLEANOUT <br />- IE 881..94 <br />• (SEE DETAIL) <br />OHW <br />aA,WN <br />J.V. <br />cnttaze <br />`C.G.S. <br />f <br />91E PLAN SIC <br />£AG4AEERI G <br />PLOWEIENGNEERIMQ AC <br />9780 LECI G7AV AVE NE <br />CZKI.E AWES MN 5501E -2625 <br />(763) 785 -10IY <br />- -730 DEED AND MEAS. -- <br />CO 1 <br />RE 890.00 <br />IE 881.94 <br />OH I <br />CONNECT TO <br />EX. 6" DIP W/ 89 <br />1 1/4" CORPORATION 4 ", <br />MH 8 -3 <br />RE 894.66 <br />IEE 881.62 <br />$ESN 881.81 <br />T- <br />-8I PVC © 0.329 <br />EROSION CONTROL NOTES <br />1 PRIOR TO ROUGH GRIDlNG, IISTALL SILT STOP FENCES IN LOCATIONS SHOWN <br />ADDITIONAL SILT STOP FENCES HILL BE REQUIRED %HERE LOCAL CONEJITlONS REQUIRE <br />(2) ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA BASIS TO MINIMIZE <br />UNC01PLE1ED ARE:/S. <br />(5) AS EAQI AREA IS GRADED. PROVIDE NATIVE TOPSDL. SEED, AND MULCH <br />ANCHORED `MTh A SHWGHT SET DISC WITHIN 14 DAYS OF FINAL GRADING, <br />(4) SRI) IAITILAEDfFEPAIR SLT(1OPLFENCES (INCLUDE THE REMOVAL OF ACCUMU <br />IS <br />SILT FENCE <br />HDGS11NG U11U11M <br />1) The Information shorn on these drawings concerning type and <br />or all Inclusive. The contractor Is responsible for making hla awn <br />determination oe to the type and location of utilities an may <br />be necessary to ovoid damage to these utilities <br />2) The Contractor Nall Be reasonable for seating utIlty location. <br />Call Gopher State One at (851) 454 -0002 for locations. <br />STREETS <br />1) Removal and disposal of existing street maenads as required <br />tar construction is Incidental. <br />CONTRACTOR SHALL FIELD VERIFY LOCA11DN AND ELEVATION OF EXIST1NG U WD <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF CONSIRU <br />HITE <br />0 <br />6"-eitP --- <br />.s9 <br />PINE ROAD <br />0.10 acres 4 <br />1 A.reby cot)), that Her pion eve Prepared Dy me or under <br />my dirod supervision cad that I am 8 day Lcer_ed Pro - <br />faoaapl Enga..r undr Uri Afro of the Srote of A6rrnasanx <br />11 <br />ucayse <br />295 <br />I W FEET) 1 inch - 50 ft <br />ALL SERVICE LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO <br />CONSTRUCTION. <br />ALL SANITARY SEWER SERVICES SHALL HE 4 PVC SOR 25 UNLESS <br />OTHERWISE NOTED. <br />WATER SERVICES SHALL 80 1 1/4- COPPER TYPE K. <br />CURB STOPS TO BE PLACED AT PROPERTY LINE. <br />LEGEN D: <br />"'=oV 0 7 2003 <br />NO LAKES <br />1) — Denotes Direction of Drainage <br />2) Denotes Proposed Contour <br />3) — — Denotes Existing Contour <br />4) — 5 — Denotes Silt Fence <br />5) xaea.00 Denotes Proposed Spot Elevation <br />6) •xBI4.B4 Denotes Existing Spot Elevation <br />7) —>— Denotes Existing Sanitary Sewer <br />8)-1— Denotes Existing Watermain <br />9) —»— Denotes Existing Storm <br />10) — > — Denotes Proposed Sanitary Sewer <br />11) - 1 — Denotes Proposed Watermain <br />12) -o.- Denotes Proposed Storm <br />FFEPAREO FOR <br />CARPENTER HONES <br />23230 E MARTIN LAKE DRIVE NE <br />STACY, MW 55078 <br />PHONE (651) 461 -5188 <br />• <br />A41F 11/7/03 <br />SHEET <br />C> <br />