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
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<br />RROSION t,ONTI41OL NO716
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<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.
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<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.
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<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 />
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