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(988.8)
<br />BLACKTOP
<br />ROADWAY
<br />,WF,N-R
<br />.5
<br />(989 )
<br />(9859 ) LNNE
<br />\ '\ (990.4) %%
<br />(989.4) ,99 / O 0O Oi
<br />(989.5)
<br />\ (989.5)
<br />1
<br />l/6l
<br />CERTIFICATE OF SURVEY FOR
<br />JASON & JONI PFEIFFER
<br />1
<br />1
<br />1
<br />OF LOT 2, BLOCK 1, ROLLING MEADOWS FOURTH ADDITION 1
<br />1
<br />�I HEN�NEPIN COUNTY, MINNESOTA \
<br />\ 1
<br />I ..._...._......... - ..... ....i )S 80019' 3411 E (990.4) (990.7) \\ 992.5 1
<br />...,• 99,.7 C \ c) 3 9
<br />\`
<br />1_992 -------- �''••�•. 1
<br />266.19 130.28
<br />-----------------------►-- -___ _ Ln
<br />��---- -- ------------------.--------------------------_------------------------ i
<br />i 9g `
<br />' (991.3)1► 0 \ 1 \_
<br />1 989.7) IV)?0� O 1 \
<br />•9 - 1 1
<br />= 992 (999.1) _ --�- ��' ,
<br />p X990-� 0
<br />PROPOSED "' o
<br />(999.0)SD / c
<br />c
<br />s \ /
<br />O \ 198g ll
<br />J
<br />\ \-989.5-
<br />(988.4)
<br />98g5(988.4)
<br />---PROPOSED
<br />DRIVEWAY ?ea % 1 SEPTIC SITE
<br />SECONDARY ` 1 \ \
<br />% h CVW ,< _-990 oi
<br />-
<br />99 :s s PROPOSED 1 BUILDING -\ 1
<br />' .0 9''0 TANKSEPTS 1 SETBACK O
<br />h 10 --- PROPOSED �_. LINES i= 1 1 , 0
<br />FUTURE ,�` , -/-UF =STATION i 1 1 1 O
<br />F-- "PROPOSED rn SCREEN
<br />CRp a d a 1
<br />Twp° CH
<br />s HOUSE 9° �'� �' -- 1 \ 1
<br />q o $$-� -� -- \ \-----------------�- - 1 \
<br />\ \ 1
<br />ss STooP ,, / / #70 \
<br />33 998.7
<br />(LOOKOUT) 4S 87.6) PROPOSED
<br />20
<br />SILT FENCE �\
<br />sa7.5 L� WITH METAL _ _ / _ \ 1 \ 1 O
<br />S33 / h \ T -POSTS I PROPOSED PRIMARY
<br />\ \\ 992 / I SEPTIC SITE ��- I --1 \ �
<br />\ k -" ►66 e4 99, 7.0SETBACK -----
<br />20 0 20 40 60 \ \ _.. 98g 20 I --------- ].�-_
<br />\ \ . - - (986.8) J \
<br />75-00
<br />S C ALE I N F E E T csss.7) \ '� \ / I 25' BUFFER �.. S?9° E- -'-'"__\
<br />\ \ - S (986.4) - _S 820 E 70.00 \�-- 7 0.00
<br />'.• - i
<br />\ 1
<br />r- - 5•o0 s a9
<br />o I 5 -- - \ \ \ 1
<br />\ ti
<br />\:.•.....
<br />\ 1�q�A \\ \\ '�. 3.00`- ACRES TOTAL 1 �,• S 1
<br />O I \ \ 2.02+ ACRES DRY I 6\° 1
<br />0.98' ACRES WET
<br />STEEL FENCE POST (T -POST), MONOFILAMENT GEOTWME
<br />MINIMUM 5' LONG, FABRIC PER MNDOT TABLE
<br />6' MA7UMUM SPACING. 3886-1.
<br />ATTACH FABRIC TO POST WITH
<br />MINIMUM 3 21P TIES (5018.
<br />TENSILE) PER POST IN TOP 8"
<br />OF FABRIC.
<br />POST NOTCHES
<br />TO FACE AWAY
<br />FROM FABRIC. LAY FABRIC IN THE TRENCH,
<br />BACIffRI WIRI NATURAL
<br />SOIL, AND COMPACT WITH
<br />LIGHT EQUIPMENT PRIOR TO
<br />PLACEMENT OF THE POSTS.
<br />DIRECTION OF
<br />SURFACE FLOW
<br />24" MINIMUM
<br />. POST EMBEDMENT
<br />6'
<br />NOTES:
<br />1. SPLICING WILT. BE MADE AT OPPOSING SILT FENCE POSTS IIY PLACING POSTS
<br />AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 3601.
<br />2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND
<br />INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
<br />LIMITATIONS, WET SOILS, STEEP AWES, ETC.
<br />�T�n�,:
<br />SILT FENCE APRs 2Do0
<br />HEAVY DUTY
<br />PUTS NO.
<br />ERO-1C
<br />Temporary Erosion Control and Sequencing
<br />1. Install perimeter control fencing per the standard detail plates. No more than
<br />600 linear feet of silt fence should be continuous and collecting at one point.
<br />Undulate the silt fence or use "simles" or crescents of silt fence.
<br />2. Use horizontal slope grading
<br />3. Install erosion control around any temporary dirt stockpile areas.
<br />4. All septic areas to be fenced off for protection. Protection to extend a
<br />minimum of 20' outside of septic areas.
<br />5. The contractor for the project shall inspect all erosion control BMP' s after
<br />each rainfall and repair as necessary and remove sediment from silt fences if
<br />it reaches 1/3 capacity.
<br />6. The contractor shall schedule his operations to minimize the amount of disturbed
<br />area at any given time. The contractor shall limit his activities to the grading
<br />limits as shown.
<br />7. Remove all temporary BMP' s once the site has reached final stabilization
<br />(a uniform perennial ve etative cover with a density of 70 percent over all
<br />pervious surface areas.
<br />Permanent Erosion Control
<br />1. All exposed soils on site must be stabilized with in 3 days: Stabilization on
<br />slopes flatter than 4:1 consists of disc -anchored mulch and seed; stabilization
<br />on slopes flatter than 4:1 and in areas of concentrated flows consists of
<br />erosion blankets and seed.
<br />2. Temporary mulch and seed is needed for exposed areas which sit fallow for 3:1 or
<br />steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21 days. Also
<br />open stockpiles need to have temporary stabilization if they are to remain inactive
<br />for more than 7 days.
<br />3. Seed and mulch all other disturbed areas.
<br />989.5)
<br />-� '�� ; S 80° 37.49'
<br />\ \ I �. E - �.... .
<br />\\ \ (998.7)�j0 \\ \\ `'' \ NOTE: EMERGENCY SPILLOVER ELEVATION FOR THIS WETLAND `\`�'� .----------�
<br />\ \\ tea,\\ \\ ,\ - OVER LOW POINT IN SOMERSET LANE = (9$6:8) !�
<br />i
<br />\\ 1 1990 S \ \\�, -- - ALSO, LOW POINT IN OLD CRYSTAL BAY/ROAD = (986.5)
<br />PROPOSED ELEVATIONS • (verify with builder)
<br />1) Basement = 985.1 \\ \ 9
<br />2) Top of foundation = 1993.8
<br />3) First floor
<br />r \
<br />4) Garage
<br />5) Lookout = 988.3 (1.5 FEET ABOVE SPILLOVER ELEVATION)
<br />LEGAL DESCRIPTION OF PREMISES : \ \
<br />Lot 2, Bock 1, ROLLING MEADOWS FOURTH ADDITION
<br />I
<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, mean sea level datum
<br />904 denotes proposed contour line, mean sea level datum
<br />Bearings shown are based on assumed datum.
<br />This survey shows the boundary of the described property above,
<br />the proposed location of a proposed house, driveway, walk, stoop
<br />screen porch, and topography thereon. It does not purport to show
<br />any other improvements or encroachments.
<br />08337REVISED5.SCJ
<br />08-337
<br />53.17
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