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<br /> LEGAL DESCRIPTION,
<br /> Lot 137,Spring Park,Hennepin County,Minnesota. GRADING&EROSION CONTROL NOTES: DURING CONSTRUCTION:
<br /> BEFORE DEMOLITION AND GRADING BEGIN • When din stockpiles have been anted•double row pls.fence shall • V necessary,vehicles,Mat have mud on their wheels,shall be cleaned
<br /> SCOPE OF WORK&LIMITATIONS: • Install silt fence/bio roll around the perimeter dem construction arca be laced to of laden runoff and if lea« before exiting the site in the rock entrance are.
<br /> I. Showingthe lm d direction of boundary lines of the 1 description listed above. p pram escape o yi
<br /> BM'an deny legal P • Sediment control measures mutt remain in place until tutu stabilization cher disturbed are.are to remain in place for more than 14 days,they • Moisture shill h applied to d'utubed area m.mol dust.needed.
<br /> The scope of our services does not include determining what you own,which is a legal shall be seeded with Minnesota Department of Transportation Seed
<br /> has been established and then shill be rammed Sediment crawls may • Portable toilet facilities shall be plaid on site for use by workers and
<br /> matter.Please chock the legal description with your records or consult with competent be removed to accommodate short terns construction activity but mum Mismn 22-111 at I W lb/acre followed by covering spay mWch. shall be properly maintained
<br /> legal counsel,if necessary,w make sure that it is correct end that any matters of record, be replaced def the nen rain. • A dumpater shill be placed on the site f«prompt disposal of V h bemnus necessary w pump the excaveion during c«atsuction,
<br /> such.easements,that you wish to be included on the survey have been shown. construction debris.These dunpeters shag be serviad regularly to •
<br /> 2. Showing the location of observed existing v we deem for the • Atemparary rockcomwn'on entrance shall be established at each pump discharge shill be into Me stockpile areas so the the double silt
<br /> g g improvemrn necessary ems point to the site and a 6 inch layer of Ito 2 inch rock eemding Prevent overflowing end blowing onto adjumt proyni.Disposal of fence around these areas can filter the water before it leaves the site.
<br /> momg etleast 50 feet from the street into the site and shill be underlain with solid wastes from Ne site shillmacmrduue with Minnesota Pollution
<br /> 3 Setting survey markers or verifying existing survey markers to establish the comers of Control Agency requirements. • Temporary mesion control shall be installed no Wer than 14 days after
<br /> Me
<br /> permeable pawn le fabric.The entrance shill be maintaiud during the site u first disturbed end shell consist of broadcast ceding with
<br /> PaoPerty construction by top dressing or washing to prevent tracking or flow of • A separate terminer shill be placed for disposal of hazardous waste. Minna.sers Department and
<br /> Seed Mixture seeding
<br /> with
<br /> A. Existing building dimensions and setbacks measured to outside of siding or stucco. sedimenta onto public sheets,walks or alleys.Potential entrances Mae Hazardous wanes shall be deposed of in accordance with MPGA 100
<br /> lb/acrfollowed by ent of th a Wed
<br /> ch
<br /> 5. Showing and tabulating impervious surf coverage of the lot for your review and for so protected shall be closed by fencing to prevent unprotected requirements. g w' pray'n
<br /> the view of such governmental agencies that may have jurisdiction over these are
<br /> from the siteErosionconsul mentum shown on the erosion control plan are the
<br /> review • Concrete truck washout shall be in Ne plant lined ditch and dispose of • ,,,,,,,lure W Wmun.The convector shall insult se anh dikes,
<br /> requirements to verify they are correctly shown before proceeding with construction. • Contractor shell install inlet praection on all existing storm sewer Wets washings m solid waste. teary e
<br /> 6. Showing elevations on the site at selected locations to give some indication of the laaccordmce with the city standard details.Wrtprotection rhall also sediment tray or basins and additional silt fencing m dinned rue
<br /> topography of the site.We have also provided a benchmark for your use in determining be provided on all proposed noon sewer inlets immediately following • Sediment consul devices shell h regularly inspected and after major to control crochet ��
<br /> onlyconstmcti protection must rot a events cod shall h 0„,,,,,,,,.,,d reyired m naasvey to provide
<br /> elevations for con ion on this site.The elevations shown relateto the onoftha inlet tun be SITE WORK COMPLETION:
<br /> provided } pow periods dowruveam protection
<br /> benchmarkon
<br /> sunny when
<br /> thatbmher elevations
<br /> sfor at leastat this
<br /> other that primoint impound ped dsafc. or in When tutu built.survey
<br /> shall
<br /> ncedons completed placement of seed yr
<br /> before beginning
<br /> an the survey ohm determining other elevations for use on this site or that presents a hard to vehicular«pedestdan traffic. / • sStrew oahoao deer pu iced it h l pro m inspected re daily ho if liner« req ireoa00 to oourot at grad ngm seroierlyty doiwetonka
<br /> before begiwing andmetion. soils h.been depnited it shill promptly h removed requirements to insure the grading was properly doe.
<br /> I This survey has been completed without the benefit of a current title commitment.There • When any remedial grading hos been completed,and or seeding shill be
<br /> may be existing easements or other rnumbranus that would be reveled by a curtest completed including any erosion control blankets for steep areas.
<br /> title commitment. Therefore,this survey does not purport to show any easements or / • • When turf is mtebluhcd silt fence and Wet protection and ohm erosion
<br /> encumbrances other than the ones shown hereon. control devices shill be disposed of and adjacent streets,alleys end
<br /> % It should be noted that this survey was completed with significant snow coverage on site. walks shall be clewed as needed to deliver a she the is erosion resistant
<br /> We cannot be certain that all items were observed and loured during the prouu n
<br /> of / and clean.
<br /> conducting m
<br /> ing the survey due to the owuncertaintyver.If thisuncertainty is something you would • Contractor shall maintain positive drainage of s minimum 2%slope
<br /> like to remove,please expose all improvements and we can return to locate said items,if •�.` away from proposed building
<br /> needed. qy
<br /> STANDARD SYMBOLS&CONVENTIONS: 4; ,•'''_.,.....?,'
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<br /> "•-Denotes iron survey marker,found,unless otherwinoted. 4 -�
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<br /> Staff annotated y Ai +~� a \\
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<br /> P / /ca g/ I': /'M'% 474:167p1 W_
<br /> ROPOSFD PbI FVATIONS / /, Sqg' As
<br /> FIRST FLOOR(SUB-FLOOR)=956.69 PRt41 / ./I /`/ �v �.;
<br /> ,,-0,51.411 xT FENCE
<br /> TOP OF FOUNDATION a 954.72 - 'yt evs -- ' /'f-// IF/55 J/,{' - O M_ ,
<br /> BASEMENT FLOOR a 946.00 75 foot / / / / F• �� O.
<br /> //i\ /
<br /> GARAGE FLOOR 954,50 , /,s-,a/ // • Cm.
<br /> \ / setback •/ Y%i/ /� .r=ti
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<br /> EXISTING CONTOUR 954 '.E•^ ft-- �- •
<br /> ---EMMC SPo7 fLEV1RW %854.5 'my-ma asam.-` ° Al: -
<br /> +A.M.
<br /> PROPOSED CONTOIIR -95.1 r / �` '1
<br /> sem. -% DPR2°QSED SPOT ELEVATION 145A5--/.,. 4£0,,,,
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<br /> DRAINAGE ARROW-FLOW -=f es ,'Ars/ a.�5o,\'',MST,..aC MILE
<br /> SRT fENLY/BIO ROLL -�S-Fye- / �5v��
<br /> TREE REMOVAL F.X 5 /
<br /> DATE REVS.taaoamt 2(•r�prM000es00Mo G4@R,M9 MORES q� ' um ovcrv... DA SURVEYED: SREET tn�v
<br /> Advance470D''1": ., 11"'"'''''''''" PROPOSED SURVEY
<br /> A7RION FAIOLADECEMBER 22,01
<br /> -4- SurvaYro6 Engornarvp,Co. Axis
<br /> DATE DRAFTED. -Setter nip trot `- 1
<br /> 2659CASCOPoINTRD .,,,,...•••••,.'-' J
<br /> ORONO,MNi.e... UNE 15.2022 panne.NoaEn
<br /> ® w.•.v.>.•... LAME I5 ran 220854 JR 91.1.10F
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