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WETLAND ALTER.
<br />.54 SO.R.
<br />'603 ACRES
<br />388•5O.10 -1P
<br />1307.52
<br />100 YR HWL =895.0
<br />(AS PER TIMM STUDY)
<br />DRAINAGE. UTILITY & ROAD OFFSET
<br />'CONSERVATION WITHIN 9.0.8.
<br />EASEMENT
<br />BLOCK
<br />901145
<br />WETLAND ALTER.
<br />3.03 SOFT.
<br />08 ACRES
<br />SURMOUNTABLE
<br />0298 & GUTTER
<br />WETLANDS
<br />WETLAND BUFFER
<br />13085 SO.FT.
<br />,r2 00 Cho D
<br />o
<br />BLOCK 15°8 m.
<br />!MINA RAISIN A
<br />HWL -897.6
<br />NWL■894.5
<br />WETLANDS
<br />BLOCK
<br />r / r eii- SL,a
<br />l J3���O� Yf.�AL°��
<br />9 yIT': LVMig�-�.���3I
<br />tyAu.���rYG.�
<br />/AVM WATAW
<br />A.VIPAiWTA '-
<br />MVO VAT
<br />WAWA-
<br />PARK
<br />RCWD
<br />HWL.892.1
<br />e>r,4..
<br />WETLANDS
<br />DRAINAGE. UTILITY &
<br />CONSERVATION
<br />EASEMENT
<br />fRe
<br />10
<br />DRAINAGE. UTILITY &
<br />CONSERVATION
<br />EASEMENT
<br />WETLAND BUFFER
<br />7369 SOFT.
<br />DRAINAGE, UTR.09 &
<br />CONSERVATION
<br />EASEMENT
<br />WETLAND BUFFER
<br />7380 SOFT.
<br />W GATXIN
<br />171 SOFT.
<br />0.38/
<br />WERAND BUFFER
<br />1156 SQ.FT.
<br />wa0
<br />Li:V.892.3
<br />1'6999AN AP, oflCH
<br />80000RATION
<br />-BASIN
<br />1580 SF
<br />SUSCLT 1' FILL WITH
<br />1' GRANULAR SOILS
<br />WETLANDS
<br />ASPEN CA:
<br />8L.0
<br />OUTLOT E
<br />LEGEND
<br />> -.
<br />EXISTING CONTOUR
<br />- -- -- 998 PROPOSED CONTOUR
<br />LOA PERCENT OF GRADE
<br />00498GE ARROW
<br />«
<br />EASING STORM SEWER
<br />«-U- PROPOSED STORM SEWER
<br />00000000000 DO EROSION CONTROL SILT FENCE
<br />X 088.3 PROPOSED SPOT ELEVATION
<br />x 900.3 COSTING SPOT ELEVATION
<br />EZEMEZEI WERANO ALTERATION
<br />.WIie:P :W ,M i
<br />932.0
<br />924.0
<br />wo
<br />SE
<br />00-1
<br />WETLAND MTIFATON
<br />WETLAND ENHANCEMENT
<br />ROCK CONSTRUCTION ENTRANCE
<br />HOUSE PAD WITH
<br />GRADE ELEVATIONS
<br />WALKOUT
<br />SPLIT ENTRY
<br />50I BORING LOCATION
<br />WAS
<br />WETLANDS
<br />PARK
<br />1306.98
<br />A2r44'orw
<br />B2 071090
<br />•
<br />- 'al'70L4CL�T]00
<br />/
<br />/ /
<br />1LAND5
<br />WSW WY 10 AWE
<br />WETLAND MITIGATION
<br />TYPICAL CROSS - SECTION
<br />72
<br />0 80 120 180.
<br />0..012 0 FE,
<br />WETLAND NOTES
<br />TOTAL WETLAND ALTERATION - 21225 S.F.
<br />TOTAL MITIGATION REOD.. 42450 S.F.
<br />TOTAL WETAND MITIGATION - 21242 S.F.
<br />PUBLIC VALUE CREDIT (BUFFER) . 28288 S.F.
<br />(.75 X 39051 S.F. - 29288 S.F.)
<br />TOTAL WETLAND M=CATION = 50530 S.F.
<br />EROSION CONTROL NOTES
<br />1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
<br />SHALL BE INSTALLED PRIOR TO CONSTRUCTION.
<br />2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.
<br />3. THE CONTRACTOR SHALL GRADE SITE AND RSTALL U1LITES.
<br />4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
<br />MEASURES.
<br />5.
<br />WITHIN TWO WEEKS OF SITE GRADING. ALL DISTURBED AREAS SHALL BE
<br />51ABIUZED WTN SEED, 500 OR ROCK BASE. SEEDING SHALL BE IN
<br />ACCORDANCE WITH MNDOT SPEC. 2575. SEED MIXTURE SHALL BE MNDGT
<br />MIXTURE 500. ALL MULCH S146LL BE TYPE 1 AND SHALL BE DISC
<br />ANCHORED. FERTUZER SHALL BE 10 -10-10 COMMERCIAL GRADE
<br />MEETING THE REQUIREMENTS FOR LANDOT 3881 AND SHALL BE APPLIED
<br />AT A RATE OF 200 /LBS. PER ACRE SOD SHALL MEET THE REQUIREMENTS
<br />OF MNDOT 3878. ALL AREAS TO BE SODDED OR SEEDED SHALL BE
<br />COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL
<br />8. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND
<br />MAINTAINED IN ACCORDANCE WI114 CITY, WATERSHED DISTRICT AND
<br />MINNESOTA POLLUTION CONTROL (NPDE5) PERMITS.
<br />THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
<br />INCLUDING THE REMOVAL OF ACCUMULATED SILT IN nRONT OF SILT
<br />FENCES. DURING THE DURATION OF THE CONSTRUCTION.
<br />8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE
<br />CONTRACTOR
<br />9. REMOVE ALL EROSION CONTROL MEASURES AFTER 5E0E17310N S
<br />ESTABUSHED.
<br />10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED
<br />ONTO EXISTING STREETS AND PAVED AREAS.
<br />11. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL
<br />APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.
<br />12. SWEEP ADJACENT 010961 IN ACCORDANCE WITH CITY REQUIREMENTS
<br />Mixture 25A Modified (268)
<br />Prairie Meadow & Streombonks
<br />Common Name Botanical Name 54 of LIN
<br />Maea•m, Mg A,w.epa4en 90a,. 5.0
<br />Cw484 44.999,• Anemone aanaa.;nn a1
<br />marss urea A,6Ndd, Incomam 0.5
<br />New England aster Aster - 444900 0.6
<br />Swamp 4,1er Aster mini.. 0.0
<br />Brow. I,m4a Brom. cilia. 5.0
<br />Blucieint 9,069 C01amagro.s camases,. 0.2
<br />SW. lirtraloil Woman.. comd0rse 0.4
<br />sat prow. •A... awe. 1,401 49441, 5.0
<br />Wild rye, Virginia Dyne* v:glnicus 8.0
<br />Joe-nye weed Eu0Olaium maculae. 0.4
<br />044(4 Evoate0 ,m paloktum 0.3
<br />Mama 9x0.4, red Glycerin gran. 41.4 02
<br />m grass, tam Gycerie striate 0.3
<br />Early sunflower NMOpds 0.7
<br />Blue -069 i2.4 Iris 4,994409.4864, 0.5
<br />Wade* Mos... 1ia1, 9Wi4(4* 0.4
<br />Tat Ndb,.r Upti0 0. 10 ey 0.4
<br />Great ma. 1oaia 1oeeuo WheSica
<br />0.1
<br />Rye grass, annuol LGium Rehm. 100
<br />Mowry nowt M4114,4 aneMs
<br />a6.er90mat ao naturosa 0.6
<br />ReGreen NA 35.0
<br />35.0
<br />Switch {sari Panimm 42,40190 1.0
<br />Bluegrass. fowl Poe palustris 10.0
<br />Back -eyed Susan's R000ecta We 0.6
<br />Gram 6090.5 5eiryus 00040410 0.3
<br />Wool gran 5cirpue Mg.., 0.3
<br />Crap -leaves go 41,04 Sol0494 guanine .° 03
<br />Indian pros Sown. tram *Aims 5.0
<br />Cdrdgan. WOW S.W. .4.alina(0 3.0
<br />Blue vervain verbena name. 0,5
<br />Iron.e.d 02
<br />passes root nviroiNenum 0.4
<br />Golden Alesandses �Zanee •sumo 0.4
<br />Totem 100.0
<br />Rale 30 Ira /40n (33 59/14).
<br />0esa6p1ian,att• ,ape /prairl..m.odw Ms. R•0c4n 0 Mi9nt of 36 to 40
<br />inches. Neel.. for use on 2rdr2 sons and (44 .eland restoration.
<br />installation NoteSed4es, mesa, grasses. and m.a0m feria, are Meet
<br />l6st aMed Sy 5,4ndca.0 method. separate from main grass n4, .dry ,40'49
<br />tr. fall if .bible. We note many of theses species res i s pre-9ermk4lion
<br />CONTRACTOR MUST CONTACT ENGINEER'S WETLAND SPECIALIST PRIOR TO
<br />BEGINNING CONSTRUCTION OF MITIGATION AREAS AT: (952) 546 -7601
<br />1
<br />JE BY
<br />REVISIONS
<br />REV5)041
<br />2 -21 -01
<br />RF
<br />PRELIMINARY PLAN SUBMITTAL
<br />4 -6 -01
<br />RF
<br />CITY & WATERSHED REVISIONS
<br />MEREST CERIIV 1(451 1N15 PLAN. SPECIFICATION. OR
<br />REPORT WAS PREPARED BY ME OR UNDER MY ORECT
<br />SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL
<br />ENGIN t UNDER 1NE LAWS Or THE STATE OF 41101ESUTA
<br />DOUG STANL
<br />DATE: 6"o7 REG. N0. 19584
<br />ROAMED BY:
<br />49(22
<br />SCHOELL & MADSON, INC. l
<br />ENGINEERS • SURVEYORS • PLANNING
<br />SOIL TESTING • ENVIRONMENTAL SERVICES
<br />10580 WAYZATA BOULEVARD, SURE 1
<br />MINNETONKA. MN 55305
<br />(952) 546 -7801 FAX: 546 -9065
<br />W W W.6ehoeli FladOan.wm
<br />1
<br />OWNER /DEVELOPER
<br />HERITAGE DEVELOPMENT
<br />422 EAST COUNTY ROAD D
<br />ST PAUL, MN
<br />651-481-0017
<br />DATE: APRIL 6, 2001
<br />,PROJECT NAME /SHEET TITLE
<br />SADDLE CLUB ADDITION
<br />LINO LAKES, MN
<br />PRELIMINARY GRADING PLAN
<br />gEGRIVED
<br />APR 06 2001
<br />'V.:71 .F10�1.;1E5
<br />C AA I PR(1.IFrT tJfl F;1F1 -Orin CHFFT d (lF 7 CI -IFFTC
<br />
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