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PROIONIARY GRADING PL-AN OP: <br />PHE4,SANT STROLL INSTATE <br />FOR: BRUNN CUSTOM HOMES <br />2101 108TH LANE N.E. <br />BLAINE, MN 55•4 <br />TELE: (1 63) "150 -0323 <br />ROCK CONSTRUCTlIJI ENTRANCE <br />,yo-y(44 poy <br />PAW <br />• el, ot II 1 TIII 01111 <br />III <br />POND OYLOW <br />(NOT TO 6r•I 111 <br />Ta•0• 4( °1 <br />CATCH BASIN INLET <br />CONTROL OPTIONS <br />lea Ammo MAL) <br />1, 0 A S88 °53'33 "E - 660.68 - <br />RROSION t,ONTI41OL NO716 <br />09700: 4011Rn NOW, a Nn r1149001105 P1m0r <br />(1) PRIOR 10 001011 a100MQ INSTALL WI 5101 FENCES N 10CATIYI5 91091 <br />50010050* SILT 510 FENDS 961 BC REWIRED WERE LOCAL 00101 ➢0115 REQUIRE <br />(2) EXCAVATE PONDS <br />(5)a® SHALL PRa® ON AN AREA ay AREA RAPS TO WPM <br />(0) <br />ANCHORED 0100 IS 'T SET MC CNAM01 114 SOfat. 550 CRAMS <br />(5) i 1 0 N I ARO 9 L 7 FENCES (.¢00E TIE 001000* 0 ACGRNU1E0 <br />(6) mama AC009AATE0 SAW. AW PONS AFlFA 1NE SITE HAS EON STAM4DED. <br />(7) FDR MM910 RE0UINENE1415 OF 010410401 AREAS. SE 5MPPP <br />ra <br />ANA Dom w_pm. <br />nom <br />0 <br />No PP. <br />Opp. owl MOH Pm gm. <br />GILT PIiIINCR <br />1159111 <br />$p0145 <br />6,1.Q 512 <br />64'' <br />ZONE ,q / / /r%r� /;;�8) :669 e9s00 <br />ILL '1ll1 / / / / // /// lrr /,%�i°• <br />• <br />/ / / / / /569' / / /) ,...\, e9s]9 <br />/ / / / / ;> // / /// / //I{ 170...00'. LAS°,:, <br />11'/ i 4e Ae5 <br />(ilk/x59 'ee'.T <br />I <br />I <br />No Scale <br />VICINITY MAP <br />Section 31, Twp. 31, Rge. 22 <br />- I <br />sa <br />0'15 <br />p95TT <br />> • .I <br />N <br />N <br />f6 `604" s$ <br />U6 <br />a5 <br />30 <br />I1, <br />(// / _. <br />311L ( / /:' "'/' //"VF <br />( /,,,ee�/ / / / ge�al. <br />[ley/ / ,1. i'e9,r1L,'; D�j', <br />(�'% i ,,,,,, , / / //, '/ / <br />yrr ./I,/ //�/ ( , <br />�'L! /r /100 /1 <br />ilL %eW ! <br />/" 651 S9 IY�'. <br />' 39 I 61 <br />���� 65' /]}` '1' x609 I 635 <br />ff 1 ';%69105 xe� 09 1 . %635 • <br />NORTH <br />00516 <br />%001•04 <br />16 <br />11 <br />/'7 11111 <br />.T 15NF 5' <br />045 <br />OHWL= 896.14 7 ,01 <br />'041 <br />%615 {( $5� <br />4 011 006 X66 / 11 650% <br />(, 'A,,Ib, % 9 611,151( ..�9 635 �5E 60159`"1' f" <br />}1 ' F 1 ye0 a 8° �, ix 1161, i1V Xe9B�ei :. ilk e,.s <br />.186 yy,,.71M- <br />i 5•91 5 606 %610 1,0663 I 59L.95 ' <br />•• x66 , `,A. <br />x69 :' xp9 619 \. <br />I 661 <br />,,r, i x655 606 "x509 1101? 6' X551'. <br />0011 <br />•*555' 1.l% �p.B6 <br />X / 665 500 <br />145 1`•511 67 14,),:o / x55. 56' .' xe <br />�/ <br />.A/ x519 ......_.....:'' 101 % <br />ws /5n x 1� " <br />▪ % ,,..pp .. ...AA-1567 y1 `R <br />.1 :' A <br />.51944 <br />I �, <br />1005.6 <br />6,96,1 <br />,x650 <br />Otl'y ! e95 <br />F r5" <br />so. 695: <br />OVERfLOW1.j01 e6 <br />% "1. `\ <br />xpss0 ", <br />00 <br />561 <br />y55 x55611 605, 55 <br />�aC9 1955 5 <br />xs9 '�-- 553: <br />6P x563% <br />11S,lltll� /GVI� L <br />yj61 9T.SM WLc89J 46•iP0.0 <br />500 Y55 <br />�P` r1 to T 909! 49:1- <br />$ P°1� £' <br />A$59565 ,1' <br />��}519 ]Y{1 <br />....'r6 1016 <br />eon <br />cv <br />3 <br />0 <br />g9501"-- <br />ummultilt Oh <br />...........9 x51 <br />).1D -539.59 <br />6� 991 A9 <br />005.3241 <br />-- 9o�.t7 +sTs <br />x,04.51905 <br />05.11 Y66?yAgt <br />05. <br />a. <br />a <br />-GRAPHIC jSCALL' <br />m AO I <br />�sn1x1 <br />I <br />CI <br />• <br />O <br />e DENOTES HELL <br />'0 DENOTES UTILITY POLE <br />O DENOTES GAS METER <br />10 DENOTES UTILITY BOX <br />IQ DENOTES CABLE BOX <br />ID DENOTES TELEPHONE BOX <br />® DENOTES MISCELLANEOUS MANHO <br />• DENOTES SANITARY SEWER MANHOL <br />[XI DENOTES GATE VALVE <br />• DENOTES FIRE HYDRANT <br />°:. DENOTES EXISTING CONTOUR <br />(IN FEV ) <br />1 inch a 40 1L <br />LEGEND <br />DENOTES IRON MONUMENT FOUND <br />DENOTES IRON MONUMENT SET °'� O <br />1111•11111310 <br />..-/F,-.;';TERN PINE :Vii O. <br />I� �t <br />NOTES. <br />- 2 foot Contour Interval <br />- N.C.V.D. Vertical Datum <br />r <br />rri <br />-�5•- DENOTES OVERHEAD WIRE <br />-»- DENOTES STORM SEWER <br />- - DENOTES EXISTING FENCE <br />DENOTES GRAVEL <br />DENOTES CONCRETE <br />DENOTES BITUMINOUS <br />DENOTES EXISTING TREE, SEE TREE NOTES <br />DENOTES EDGE OF DELINEATED WETLAND. SEE NOTES <br />]ail :• �`":.::� <br />® Y7'6> <br />N88 °47'04" <br />1 <br />4a <br />ASH STREET , ..... Ho. 3 ); <br />-r <br />- Topography Collected In Field by E.G. Rud & Sons on November, 2004. <br />- Wetlands delineated by Earth Science Associates, Inc. In October, 2004.(tele: (651) 674 -6210) <br />- Bearing's shown are on assumed datum. <br />- See tree inventory survey by E.G. Rud & Sons for tree Inventory. <br />- Observable evidence of utilities have been located. No osbullts obtained for this survey. <br />Call Gopher State One Call prior to any construction / digging. <br />- Minimum Lowest Floor to be 2' feet above HWL or 4' feel above <br />NWL of adjacent ponds, and 1' foot above a controlling EOF. <br />- All house pads on Filled areas shall be designed by a registered <br />Professional Engineer and approved by the City of Lino Lakes. <br />- Drainage and Utility easements to be dedicoted over, <br />EOF's, wetlands and ponding areas, and 10 feet on either <br />side of all storm, sanitary, or watermain not within public <br />R/Ws. To be determined upon final site design. <br />- All proposed units are propsed to be slab on grade. <br />TREE NOTES. <br />See tree guide prepared by Kunde Company Inc. (tele: <br />651- 484 -0114) for individual tree types, sizes, and tree <br />heights. Trees tagged on site in October, 2004 by Kunde <br />Company, Inc., and located in field by E.G. Rud & Sons <br />Inc. in field in November, 2004. <br />40'901&. DENOTES LANDMARK TREE <br />DENOTES PROPOSED CONTOURS <br />DENOTES DIRECTION OF SURFACE DRAINAGE <br />DENOTES TREE REMOVAL LIMITS, LIMITS OF <br />GRADING AND SILT FENCING <br />51.45 DENOTES 952 995 -2254 DRILLED ON BRAUN 3-05. <br />INTERTEC <br />e EVALUATED WATER LEVELS IN ST -1 IS 892.2 & <br />893. T2 -9 (SEE REPORT DATED 1- 17 -05. <br /><>111 Den ergency Overflow (EOF) <br />- ._ DEN GE ZONE A PER FEMA FLOOD INS. RATE MAP. <br />44,4 A..1 <br />ADDITIONAL HOOFS FOR WRI TIU5ON RAgN. <br />11 DASH TO 0611001 1MREO (NO 1411000 0 SANDY SO LS ALLOWED). <br />2) CONTRACTOR SNAIL 6040004 CARE 70 003w0 COMPACTION OF SOPS <br />3) FINAL MADE ONLY UPON SUMMATION 0 595114.00 AREAS. <br />4) AFTER FINAL MMHG BASIN FLOOR 11 BE 111100 TO DEPTH OF 6 Matti <br />S) USE TOPSOIL/SAND NIX FOR 006500 N LIEU OF 10501. ONLY. <br />6) USE SEED NIX w1 FOR INFILTRATIM RE1S0ETATIOV. <br />7) WI ER MAL RO nANW1� 0 S1R0010 BASINS 001H 9.T F5NC1 0501. <br />UPSTREAM AREAS ARE <br />DRAWN BY' 0140 <br />CHECK B11 DWO <br />JOB NO. 04173PP .DATE 1/30/06 <br />OWC NO:04173pp.dwg I SHEET: I of 1 <br />2 <br />3 <br />NO. <br />DATE <br />D£SCRIPPON <br />BY <br />( <br />CST <br />BENCH ARK. 1 <br />Top Nut Hydran of the Southwest com�r <br />Elevationro and <br />Elevation 1429) II <br />1 L <br />EB 4 0 2006 <br />09539 <br />1,23 <br />%1RP.P'6164 <br />.wT SR°1'M1 <br />L__ <br />PROPOSED WETLAND FILL. <br />- 3,954 sf of wetland Fill <br />WETLAND MITIGATION REQUIREMENTS. <br />- 2:1 replacement required (7,908 sf) Minn. rule 8420.0546 <br />_..`PROPOSED WETLAND MITIGATION. <br />- 211 replacement required (7,908 TO <br />- New Wetland Credit proposed (NWC) = 3,9544sf Minn. rule 8420.0541. Subp. 11 <br />t - Public Value Credit proposed (PVC) = 3,790ts.f. Minn. rule 8420.0541, Subp. 6 <br />1 - Buffer easement = 12,19 of. Upland within easement = 3,790 of. <br />- total replacement proposed a 7,744dsf mitigation <br />OF (LINO LArtIL .- <br />- DENOTES WETLAND FILL AREAS <br />- DENOTES WETLAND MITIGATION (NEC) <br />- DENOTES WETLAND BUFFER EASEMENT <br />- SEE WETLAND REPLACEMENT PLAN BY EARTH SCIENCE ASSOCIATES <br />INCORPORATED. Tel: 651- 674 -6210. <br />SITE PUWN /NG <br />ENG /NEER /NG <br />PLOWEENG /NEER /NG,, /NC <br />9160 LLX)NCTON AVE NE <br />CIRCLE PINES MN 55014 -3625 <br />FAX. (763) 786 -6007 (763) 765 -1043 <br />( STORM SEWER & POND DESIGN) <br />I hereby certdy That this plan was prepared by me or under <br />my' direct supervision and tit( I om a duly Licensed Pro - <br />fessianol Engine under th ws o the_ Stote of Minnesota. <br />L 149 <br />G G . <br />SCNL/C <br />1/30/06 <br />C <br />LTC. NO. 4/295 <br />I hereby certify that this survey, pion <br />or report was prepared by me or under <br />my direct supervision and that I am <br />a . Registered Land Surveyor under <br />th. I.ws of th tgte of Minnesota. <br />% 1 I' -• r <br />Doniel W. Obermiller <br />Dote: f /.361C0 Reg. No. 25341 <br />E.RU® 4 SONS, INC. <br />LAND SURVEYORS <br />9160 L0XINGTON AvE NO. <br />CIRCLE PINED, 11IINNEbOTA 16014.36 <br />TEL (1631 186 -6 6 6 6 941/ (163) 106 -6 <br />