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<br /> LEGAL DESCRIPTION:
<br /> Lot 137,Spring Park,Hennepin County.Minnesota. GRADING @ EROSION CONTROL NOTES: DURING CONSTRUCTION:
<br /> BEFORE DEMOLTIION AND GRADING BEGIN • When din stockpiles have been created,a double row of silt fence shall • Ifnaes'ssary,vehicles,that have mud on their wheel,shall be cleaned
<br /> SCOPE OF WORK&LIMITATIONS: • Install silt fence/bio roll around the of comwvon area be laced to of Iden runoff and if the les or before exiting the site in the rock entrance areas
<br /> I. Showingthe length d direction of boundary lines of the 1 descri listed above. perimeter o p ed area are
<br /> o Mies
<br /> gth an dory ,gal ptron t oiler disturbed ter arc to remain in place for more then 14 days,they • Moisnm shall be applied to dumbed areas to control dust m needed.
<br /> The sun f our services does not include determinist hal • Sediment control measures mus remain m place unit f al stabilization
<br /> pe o B w you own,which is a legal has been established and then shall be removed.Sediment crawls may shall be seeded with Minnesota Department of Transportation Sed Portable toilet facilities shall be placed on site for use by workers and
<br /> matter.Please check the legal description with your records or consult with competentbe removed to accommodate Short won construction activity but mart Mixme 22-111 n 10016/acre followed by covering with spray mulch. shall be properly malmaincd
<br /> legal counsel,if necessary,to make sure that it is correct and that any matters of record. be replaced before the nen rain. • A dumpster shall be pled on the site foe prompt disposal of
<br /> such as easements,that you wish to be included on the survey have been shown. construction debris.These danceters shall be serviced regularly to • If n becomes necessary to pump the excavation during construction.
<br /> • A temporary rock construction and
<br /> on entrance shall be established a,each pump discharge shall be into the stockpile areas so that the double silt
<br /> 2. Showing the location of observed existing improvements we deem necessary for the ac: prcvem ovdlowing and blowing onto djuentpropenies.Dupo.al of
<br /> sea point to the site and a 6 inch layer a 1 to 2 inch rock encoding fence wound these mem em filter the water before it leaves the site.
<br /> Ney' et lent 50 feet froDi Ne prat int°the site and shall be underlain with solid wanes from the site shall in accordance with Minnesota Pulhaion
<br /> 3. Setting survey markers or verifying existing survey markers to establish the comers of permeable geotextile fabric.The entrance shall be maintained during Control Agency aqu'remen s' • Temporary erosion consul shall be installed no later than 14 days after
<br /> the property. omwaion by top dressing et washing to prevent tracking or Bow of • A separate comalnar shall be placed for disposal of hazardous waste. the site is first disturbed W shall consist of broadcast seeding with
<br /> 4. Existing building dimensions and setbacks measured to outside of siding or stucco. sediments onto public streets,walks or alleys.Potential entrances that Hazardous wastes shall be disposed of in accordance with MPCA
<br /> Minnesota Deed by coveent ring
<br /> with spray gad Mixture 22-111at100
<br /> i. Showing and tabulating impervious surface coverage of the lot for your review and for ere not so protected shall be closed by fencing to prevent unprotected requirements.
<br /> Ib/acre followed by covering with spay mulch.
<br /> the review of such governmental agencies that may have jurisdiction over these exit from the site. • Erosion meant measures shown on the erosion consul plan are the
<br /> t theym erect) h before with coo Ins no. • Concrete truck washout shall be in the plastic lined ditch and dispose of shoal,,,,rmnanurn.The contractor shall imW l temporary esnh dike..
<br /> requirements o verify are correctly shown proceeding wi • Contractor shall install inlet protection on all existing swim sewer inlets washings m solid as sediment sups or basun and additional silt fencing m deemed news.,b. Showing elevations on the aim at selected locations to give some indication of the inaccordancewith airy standard details.Wcta
<br /> protection shall oho Sediment control devices shall be regularly inspected and after major to control erosion
<br /> topography of the site.We have also provided a benchmark for your use in determining be provided on all proposed atom,sewer inleta immediately following rainifall eventa sed shall be cicSee ed rtpaired as necemery to provide
<br /> elevations for cdedtian on this site.The elevations shown relent only to the eauwaionufthe inlet Wet protection must be Installed m a Dimmer dowmtrem SITE WORK COMPLETION:
<br /> protection. • When furl has been completed bed before) faced or
<br /> benchmark provided on this survey.Use that benchmark and check at lean one other thn will not impound water for extended periods r of time or in a mamma grading pee placement w
<br /> feature shown on the survey when determining other elevations for use on this site or that pexis a hazard to vehicular or pedestrian traffic. • Streets and other public ways shall be inspected daily and if liner or sod m"as Ostumam survey shall be dao per City of Minnetonka
<br /> before beginning construction. soils has been deposited it=hall promptly be removed. requirements to ithat grading was properly done.
<br /> 7. This survey hen been completed without the benefit of a current title commitment.There • When any remedial grading has been completed,sod w seeding shall be
<br /> may be existing easements or other encumbrances that would be revealed by a current completed including any erosion consul blankets for steep meas
<br /> tide commitment. Therefore,this survey don not purport to show my easements or / • • When turf isastabluhd,sit fence and inlet protection and other erosion
<br /> encumbrances other than the ones shown hereon. control devices shall be disposed of and adjacent strews,alleys and
<br /> h. It should be noted that this survey was completed with significant wow coverage on site. walks shall he cleaned as needed to deliver a site that is erosion resistant
<br /> We cannot be certain that all items were observed and locatd during the process of and clears
<br /> conducting We survey due m the wow cover.If this uncertainty is something you would / • Contractor shall maintain positive drainage of a minimum 2X slope
<br /> like to remove,please expose all improvements and we can return to locate said items,if away from proposed building
<br /> needed. gyp
<br /> STANDARD SYMBOLS&CONVENTIONS: p, • e%. ``
<br /> '•'Denotes iron survey marker,found,unless otherwise noted. u�
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<br /> PROPOSED FI FVATION4 °�'y'// /b �m --....7/ /,' ///v�N' � OB° *1_4
<br /> FIRST FLOOR(SUB—FLOOR)=956.69 T�)g8 h ` /"4 ./, ' /`/ wA.
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<br /> TOP OF FOUNDATION=954.71 -,.sv -'- t% Q 7y,/a/// ii c V ,11,‘,...„° a;
<br /> BASEMENT FLOOR=946.00 t n '/ / •//I e' ,�\- ,_,,,,pr. /
<br /> GARAGE FLOOR=954.50 4111 •''//{/ /1,1/y1// / // 'w ;Mt14
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<br /> "�4ta J]'Ams AREA P AM"Rgl�A51.0-"'..ea:of �\ `�t Z'?_�f J 1‘;‘.3. NfF PER NORY
<br /> WV 9.480 o.N
<br /> LEGEND rnrnasen rnxe—;Y 69,4--.1b
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<br /> E37$73W CON7OLM ___gig___ 5' „,,D,,,----/ARG UG.".:-•,S 6•78:49 1. .\R`.'.... N dr A.N
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<br /> EXISRNG SPOT 0EEVADXW x 0'54.5 Y., war-950.9 95.4m.' �. a \
<br /> PROPOSED CONTOUR —95.4— sssm , .-- X4
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<br /> 63tu, a
<br /> PROPOSED SPOT flfvATKW .95/,5-' %9M±,.. `qts (Ox`.
<br /> DRAINAGE ARROW-FLOW -moi 'ma / fAl ocorott Sgs FA.”
<br /> SILT FENCE/910 ROLL SF / GQ'
<br /> TREE REMOVAL 0 /
<br /> DATE n0V oIENTAIpn guts CLIEMIABACORE98 a io�n�n uma�nvwrma pore suevonEO asoTtri Sao NO
<br /> 7-1R-2.2 UPDATED PROP.DESCRIPTOR
<br /> pit fwAY.NET.WALLS.STEPS4 Advance n _ PROPO E
<br /> ATRION PAIOLA ��BE 32 , PROPOSED SURVEY 1
<br /> ORTE
<br /> T SIZE
<br /> slwvad'hpS Eroireaarn.Co. /C//y 1
<br /> 2659 CASCOPOLNTRD. `a OOL
<br /> ORONO,MN Anon t5,2022 o 32
<br /> "uaBER
<br /> re.r s zmn 220854 JR ...N m
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