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a <br />9r <br />6631 NAPLES 6r 1.1. <br />DIANE. MN 55449 -0724 J <br />7EI4 (612) 784 -0657 <br />F.441 (612) 764 -6001 <br />OAKWI,D VIEW PRELI <br />5101 <br />NPR 10 ppwa <br />*40OT 30338 <br />PS5 <br />NH: 8960 <br />18,5593.0 (5)(N) <br />181891.0 (SOAP) <br />I271F <br />84.m2 <br />51084 9 <br />NM:8960 <br />181892.0 (5) <br />895.8 <br />EMER. 0 <br />98.1 <br />BANK 691.1 <br />ENTRANCE <br />94 <br />89� <br />v <br />MARY GRADINS PLAN <br />Voodr idgo <br />Estates <br />Pa9 150430969 <br />▪ 11..9 <br />POND 31. <br />1491.7. E*1800407 <br />041911.08 4421. <br />990.00 eCoND1 <br />1001.5 (NSfL•091.02 <br />ImYR 9 691.89 <br />8920 <br />91.2 <br />87.� <br />t <br />J80.2 <br />9.0.3 <br />I.0.. <br />16927 <br />\< /Ditch <br />GRAPHIC SCALE <br />2. >o tog <br />*91.3 <br />W/124412 <br />41CY CIA <br />RIPRAP <br />04V:893.4 <br />82 <br />1690.1 <br />W/ORA1E <br />10Pp1QN <br />041593.4 <br />*02.4 1`4127 <br />Wetland <br />/\ <br />11904 <br />90.8 <br />�4 <br />0, <br />*4/597.3 <br />I <br />5953 <br />--896 --- -�. <br />/ <br />69 <br />•692.7 <br />924 <br />( Wetland <br />9942 <br />.."--6:;,,, -- 3923 <br />O \ <br />/ $911 / <br />✓ - -.29A <br />1694.9 <br />1694.4 <br />803 FENCE\ <br />898. <br />Y tM m MMU H 11 P9H <br />s 82338400 .W4M9 1 / <br />J/ 1191. <br />09H aN. 0.3,9899. 1,11 -Ho <br />e b,1, a In4W.ga <br />Lay 141101, the <br />108*000 804 94 <br />44 <br />X <br />199.4 <br />0904 <br />9' <br />01.2 <br />/e \ <br />\ \ 1697.1 <br />02 I <br />Futy r re le9e� <br />Pg(king <br />101.4/ <br />/ 1698.... O <br />90 <br />991.9 J 1699.. <br />1 <br />1697.1 <br />�96 x7 <br />6947 \ <br />-896= -1 <br />/610 6 ----"16ea0 <br />- '691.2 <br />\ <br />// <br />995\ 11 Wetland <br />\ 2P <br />( \945 <br />EMERGENCY 47 <br />OVERFLOW 1121895.05 9. <br />Ex -100111 NW/ 896.11 <br />PROP -00008 HYe: 896.19 <br />a+.406 el nine R <br />NNW to <br />/ <br />$99.0 <br />8 <br />07 <br />R <br />7 <br />t <br />1119:2 <br />t <br />$07.3 <br />16967 <br />-�9 <br />t94.8 <br />1.1 <br />901.7 <br />.896 . 994.9 <br />t <br />01.4 <br />699.9 <br />$001.5 <br />4900.2 <br />e91.o <br />r- 898.''• <br />16992 \897.5 <br />Existing Parking <br />119.0 <br />/ e99.9/ <br />1197.1 <br />X5.1 <br />41' 119 <br />9 •.0 <br />99.0 <br />599.9 <br />9.. <br />Et'y 9 04..- <br />pm NS 6'PA EME ANO4 <br />EO <br />. 698"•- �9.e 11 <br />9np"m*x 0.10.16749 5E. <br />23' Slam Run.11.3.900 CY. <br />R. 2 1114001 C.P9H1Y'703 m. <br />RW0 3 Nuns CGDa0l7.I,719 <br />RWO 4 Rawl) po.ft>lp1.785 CT. <br />N. Runoff CapoolN■3A55 CY. <br />POND 16 D900 51 30196.12703 <br />(RCVS 69 M <br />99 -90) b 5 pa <br />Existing <br />House <br />Z7 190.0 - 1 <br />R,'W Rat No. 48 ui 049 <br />(County Road J) <br />EXISTING UTILITIES ARE SHr)wN IN _A,LAPPROXIMATE <br />WAY ONLY. THE CONTRACTOR SHALL DETERMINE <br />THE EXACT LOCATION OF ANY AND ALL EXISTING <br />UTILITIES, BEFORE COMMENCING WORK. HE OR SHE <br />AGREES TO BE FULLY RESPONSIBLE FOR ANY AND <br />ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE <br />TO EXACTLY LOCATE AND PRESERVE ANY AND ALL <br />EXISTING UTILITIES. <br />e9L9 <br />ROW <br />/4.07, <br />X896/ <br />1695.5 <br />VVtl a n d <br />10511001 <br />0 • 1.396 <br />1 YR X2.19.02 <br />X --- 8942 <br />es.s Y <br />r 18�{{96 198.60 <br />(994) f) <br />r <br />30' <br />-1' <br />( IN FEET ) <br />1 Inch - 50 ft. <br />LEGEND 1 <br />CLPT- PROP. FINISHED <br />CENTERLINE <br />LP - LOW POINT <br />HP - HIGH POINT <br />FL - FLOW LINE <br />QD - STORM STRUCTURE <br />8( - PROPOSED ELEV. <br />- PROPOSED STOP <br />SIGN. <br />- SF- SF- <br />(1 895.69 <br />GRADING NOTES - <br />RAINWATER GARDEN <br />SILT FENCE <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />SPOT ELEVATION <br />WETLAND <br />TUFFTURF <br />PRE - VEGETATED <br />EROSION CONTROL <br />BLANKET <br />ROCK CONSTRUCTION <br />ENTRANCE <br />1.INSTALL AND MAINTAIN SILT FENCE AS NECESSARY <br />2.INSTALL ROCK CONSTRUCTION ENTRANCE <br />3.PLANT RAINWATER GARDENS WITH SUGGESTED <br />PLANTS. SEE RAINWATER, GARDEN GARDEN <br />INFORMATION <br />4.SOLID HATCH AREA DELINEATES RAINWATER <br />GARDENS <br />5.PROVIDE GRANULAR -FILL WITH A INFILTRATION RATE <br />OF 0.5 " /HR WHERE SHOWN <br />6.RAINWATER GARDENS TO BE CONSTRUCTED A•TER <br />STREET CONSTRUCTION IS COMPLETE <br />7.SEED AND MULCH SHALL BE FURNISHED PER THE <br />REQUIREMENTS OF THE CITY OF LINO LAKES <br />8.MAJORITY OF SITE DRAINS TO NW CORNER <br />9.NO WETLAND FILL SHOWN <br />10.WETLAND DELINEATION PREPARED BY POLARIS <br />GROUP <br />11.MPCA PERMIT IS REQUIRED TO WORK ON SITE <br />12.CITY ENGINEER TO APPROVE TIME FOR THE <br />REMOVAL OF EROSION CONTROL MEASURES <br />13.SURMOUNTABLE CURBS SHALL BE USED ON CITY <br />STREET <br />14.CONCTRACTOR TO CONTACT GOPHER STATE ONE <br />FOR UTILITY LOCATIONS PRIOR TO ANY WORK <br />1- 800 - 252 -1166 <br />15.CONTACT WILLIAM McCULLY, P.E. AT GLENN <br />REHBEIN COMPANIES ® 763 - 784 -0657 <br />STORM NOTES - <br />1.DRAINTILE (IF REQUIRED) SHALL BE 6" ADS N -12 <br />- PERFORATED WITHOUT SOCK <br />2.SEWER PIPES, STRUCTURES AND APPURTENANCES <br />SHALL ADHERE TO CITY OF LINO LAKES <br />STANDARDS <br />3.SEE SHEET 3/4 FOR PS5 DETAIL <br />ENABLING RESIDENCE STREET <br />PAVEMENT DESIGN <br />1 Y29 BIT. WEAR TYPE 41 <br />2" BIT. BASE TYPE 31 <br />6 ".CLV RECYCLED OR CRUSHED <br />94.9 <br />8009 <br />'14,e N <br />RECEIVED <br />MAR 2 4 2004 <br />ITY OF LINO LAKES <br />e' MINIMUM DEPTH <br />I" - 2" WASHED ROCK <br />OF ROAD <br />18' MINIMUM CUT OFF BERM <br />TO MINIMIZE RUNOFF FROM SITE <br />MAINTAIN ROCK ENTRANCE IF TRACKING BEGINS <br />ROCK CONSTRUCTION ENTRANCE <br />16' <br />30' <br />.> - 14' <br />ROW <br />(C All NO. 32) <br />• <br />WORK 1MTHIN THE CSAH 32 (COUNTY) RICHT -OF -WAY WILL BE <br />SUBJECT-TD -THE CONDRIONS or ANOKA COUNTY, INCLUDING ANY <br />PERMITS AND RESTORATION REQUIREMENTS. THE CONTRACTOR SHALL <br />ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY <br />AND WORKING HOURS AS ESTABUSHED BY THE CITY OF LINO LAKES <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA (651) 454 -0002 <br />MN TOLL FREE 1- 800- 252 -1166 <br />1 1/2 2341 Bituminous Wear, Placed after one winter <br />2. 2331 Bituminous Base, Tack Coal <br />5•• Aggregate Base 100% Crushed Recycled Class <br />24" Select Granular Borrow, 5% Mod. <br />D412 W/9612 At Catahbasins and Radii's <br />4" of native topsoil and turf establishment. <br />Seed, mulch and disc anchor remaining R/W <br />5 I <br />1 <br />TYPICAL RESIDENTIAL STREET SECTION <br />FL- 30' -FL BOC- 32' -80C <br />4" PVC/ADS dralntlls w /sock <br />as shown on plans between CBs <br />and along bottom of select <br />* * *Recyled aggregate for base <br />must meet class 5 specification <br />A <br />ok <br />(n. <br />?IF <br />PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />OAKWOOD VIEW <br />RICE CREEK COVENANT CHURCH <br />LINO LAKES, MINNESOTA <br />0 <br />• 2 <br />F <br />289m89 <br />Qm <br />