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75 L69_7C St-
<br />AnwalkIftas CERTIFICATE OF SURVEY AND OWY
<br />C4
<br />EROSION CONTROL PLAN FOR
<br />WATERTOWN R 0 AD BOYER BUILDING CORPORATION
<br />--_--_----974---------___
<br />OF LOT 1 BLOCK 3 GRAHAM HILL PRESERVE
<br />__---- — — _-- -- - - — — — — -
<br />970--,
<br />HENNEPIN COUNTY, MINNESOTA
<br />C
<br />\ p�� ' f \\ \'''
<br />-,966,\\\\
<br />City of Orono
<br />Planning & Zoning Plan Review
<br />Site Plan Review Date
<br />70
<br />1 \
<br />MONOFILAMENT GEOTE)JILE
<br />.... ... MINIMUM 5- LONG, FABRIC PER MNDOT TABLE
<br />. . ........ PPROVIED STEEL FENCE POST Cr -POST),
<br />[3 APPROVED WITH REVISIONS (sm nows) 6' MAXIMUM SPACING. 38WI.
<br />7 N
<br />DEN�;::D
<br />ATTACH FABRIC TO POST WITH
<br />MINIMUM 3 ZIP TIES (50 LB.
<br />TENSILE) PER POST IN TOP 8"
<br />INV=(974.0)�,,_
<br />OF FABRIC.
<br />15 RC Staff:
<br />POST NOTCHES
<br />TO FACE AWAY
<br />FROM FABRIC
<br />> LAY FABRIC IN THE TRENCH,
<br />BACKFILL WITH NATURAL
<br />\ / \ \ y \ \ \ _ ••,-.••••• \ \ \ SOIL, AND COMPACT WITH
<br />LIGHT EQUIPMENT PRIOR TO
<br />PLACEMENT OF THE POSTS.
<br />/ \ 1•. ` \ \ \
<br />-964-
<br />DIRECTION OF
<br />SURFACE PLOW
<br />6"
<br />\ vv\ \ \ , 1 \ I ..
<br />24" MINIMUM
<br />POST EMBEDMENT
<br />6-
<br />\,n
<br />t M nNOTES:l
<br />1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS
<br />'\ / \ �� \ ,, `. \ AND SILT FENCE NEXT TO EACH OTHER _ND ROTATING 360'.
<br />— — % `\� \ \ 2. HEAVY DUTY SILT 15 MACHINE SLICED TYPE SILT FENCE THAT IS HAND
<br />% INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
<br />*I I\ `1 % 1.
<br />LIMITATIONS, WET SOILS, STEEP SLOPES, ETC.
<br />.. .............................
<br />Q�tic
<br />44j REVISION;
<br />0 jffAP4i.I 2008it
<br />SILT FENCE
<br />ZIT� "I
<br />30
<br />HFA -V f OU
<br />0)
<br />474 — ---- - �_)
<br />0
<br />_\V
<br />CV
<br />976-
<br />RECEIVED
<br />FEB 16 2012
<br />CITY' OF ORONO
<br />................. MH
<br />..................
<br />51
<br />7 66
<br />DELINII ( \ \•\� I (A0TED WETLANDS 6
<br />C. — — — _---------\ — — — — — — ---
<br />28 ACRES) >
<br />50
<br />0
<br />4h.
<br />00
<br />0
<br />41--962 <
<br />C)
<br />_j Ir
<br />4,W
<br />U1 >
<br />>
<br />g
<br />PROPOSED 4 z
<br />SILT FENCE C
<br />Lf)
<br />0 M
<br />M
<br />-976 PR // z
<br />cc) SEPTI rob -Ph.
<br />FEMA BASE cyl
<br />ELEV. = 970
<br />I / g 6� \ i t 41-1
<br />X
<br />_4 :
<br />0
<br />I I / _' /' `'`
<br />7
<br />XI/
<br />b -
<br />O<, ro
<br />, Z,\
<br />--974-- z bgo
<br />`'` \ ; \\ \
<br />962/
<br />C3 .. ..... W' 65.00,
<br />...... .... — — — — — -- — — — — — — — — —
<br />0 4 61, 4.
<br />23 — — — — — — — — — \
<br />60 ............
<br />\�A ........... . ......
<br />10
<br />00
<br />ACK
<br />4:_ 10 C 75' SETBFROM CREEK
<br />(0 ........... I . .... ..
<br />o
<br />0
<br />4-
<br />PROPOSED
<br />J
<br />% /SILT FENCE
<br />51
<br />0
<br />LINE— — — — — — — —
<br />`374
<br />;74
<br />I \ J
<br />974----
<br />0
<br />20.0 9
<br />0
<br />0
<br />v vv vv \
<br />9 , A I I, A
<br />\ `� \ \�� \ —976- 7'0
<br />976 7 97809 98
<br />CV
<br />POSSIBLE FUTURE POOL PROPOSE 974. P0,YrIC
<br />RETAINING— — — — — — — ....... . . ... .............. ......... ........ ................. ..... — ..................
<br />70.6
<br />12.0 0
<br />L 1,3.3,3 — — — I
<br />0 --978---
<br />50
<br />1......... \ r
<br />610
<br />4 - PROPOSED
<br />11.0
<br />'9
<br />a 60
<br />0 00
<br />HOUSE
<br />Go
<br />WA�K
<br />0) Go #75 1`0- -
<br />M cc)
<br />f
<br />0)
<br />0 PATIO
<br />OUTLOT A Cf)
<br />0
<br />16.0
<br />>"'%..DRAINAGE SCREENED
<br />EASEMENT` . \ POR�H
<br />X
<br />/ '
<br />%X
<br />/ \ 0
<br />0136.o
<br />03 98,8
<br />1 \\ 1� �` ;0° \\ I %� \\ I MH
<br />PROPOSED ELEVATIONS (per architect)
<br />1 ) Garage = 982.83
<br />2) Top of foundation
<br />3) Basement = =
<br />DELINEATED WETLAND 2
<br />(SPILLOVER=975.37)
<br />1 7- rl A I n C_ DDCNAICCC-
<br />Lot 1, Block 3, GRAHAM HILL PRESERVE
<br />o denotes iron marker
<br />(908.3) denotes existing spot elevation, mean sea level datum
<br />910.8 denotes proposed spot elevation, mean sea level datum
<br />---917---:denotes existing contour line, per city maps
<br />denotes proposed contour line, per architect
<br />Bearings shown are based upon an assumed datum.
<br />PROPOSED
<br />DRIVEWAY IA
<br />� I �6� \ � I I \ \
<br />\ I,: 982
<br />/*
<br />50
<br />250' SETBACK
<br />FROM CREEK
<br />II \ \ � : I I
<br />PROPOSED
<br />' \\ b� \ \\\ ` I SILT FENCE
<br />zX. X N UILDING
<br />SETBACK/
<br />/LINES I I
<br />0
<br />....... DRA /IV4 (3 C 4ND
<br />UT/L/Ty 9 10
<br /><D\\
<br />\W--300' SETBACK
<br />FROM CREEK
<br />— — — — — — — — — — — — — — — — — — — — — — —
<br />CYI
<br />This survey intends to show the boundaries of the above described property, and
<br />the proposed location of c proposed house, deck, patio, sidewalk, driveway and grades
<br />thereon. It does not purport to show any other improvements or encroachments.
<br />NOTE: Area of disturbed soils = 0.69+_ acres
<br />REVISIONS DESIGNED I hereby certify that this plan, specification, or report
<br />DATE By REMARKS was prepared oy me, or under my direct supervision,
<br />2-15-12 DRAWN and that I am a duly Licensed Land Surveyor under
<br />the laws of the State of Minnesota.
<br />CHECKED I
<br />I Mork' S. Gronberq — Minn esotd'Li cense Number 12755
<br />90000, 0011 W
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<br />PROJECT 2-1-12 GRONBERG & ASSOCIATES, INC.
<br />SCALE
<br />111 20' CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS
<br />B NO
<br />12-032 445 NORTH WILLOW DRIVE LONG LAKE, IVIN 55356
<br />SHEET OF 952-473-4141
<br />
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