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<br />ADVANCE SURVEYING & ENGINEERING CO.
<br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 Fax (952) 474-8267
<br />SURVEY FOR: KEN RENNICK
<br />SURVEYED: August, 2005 DRAFTED: August 18, 2005
<br />REVISED: December 19, 2006 to replace proposed dwelling.
<br />REVISED: January 3, 2007 to show relocated sewer line.
<br />REVISED: January 22, 2007 to show revised proposed elevations.
<br />REVISED: February 13, 2007 to show changes per city comments.
<br />REVISED: March 28, 2007 to show changes per city comments.
<br />REVISED: March 29, 2007 to add retaining wall in regards to city comment.
<br />Area of Parcel = 17, 448 S. F.
<br />LEGAL DESCRIPTION:
<br />Lots 14 and 15, Block 4, CASCO HEIGHTS, Hennepin County, Minnesota
<br />LIMITATIONS:
<br />The scope of our services for this job is as follows:
<br />1. Showing the length and direction of boundary lines of the above legal description. The scope
<br />of our services does not include determining what you own, which is a legal matter. Please
<br />check the legal description with your records or consult with competent legal counsel, if necessary,
<br />to make sure that it is correct, and that any matters of record, such as easements, that you wish shown
<br />on the survey, have been shown.
<br />2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying existing monuments to mark the corners of the property.
<br />4. Showing existing spot elevations necessary to show elevation differences on the site.
<br />5. While we show a proposed location for this home, we are not as familiar with your house plans as
<br />you and your architect and/or builder are. Check our proposed location and siting of the home and
<br />yard grades carefully to see that they match your plans before construction begins. Also, we are not as
<br />familiar with local codes as the local building official and zoning official in this community are. Be
<br />sure to show this survey to these officials, or any other officials that may have jurisdiction over the
<br />home and its siting, and obtain their approvals before beginning construction.
<br />6. We have provided a benchmark for your use in determining elevations for construction on this site,
<br />use that benchmark and nothing else for that purpose. Check the elevation of at least one other feature
<br />shown to verify your elevations.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />" Y " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unles' otherwise
<br />noted. Proposed elevations are shown with a box around them, while existing elevations are shown
<br />without a box. Arrows indicate the proposed flow of storm water on the site.
<br />I hereby certify that this plan, specification, report or survey was prepared by me or
<br />under my direct supervision and that I am a licensed Professional Engineer and
<br />Professional Surveyor under the laws of the State of Minnesota.
<br />H. Parker P.E. & P.S. No. 9235
<br />PROPOSED LEGAL DESCRIPTION FOR DRAINAGE AND UTILITY EASEMENT:
<br />A 10 foot easement for drainage and utility purposes lying 5 feet on each side of the following
<br />described line: Commencing at the northeast corner of Lot 14, Block 4, CASCO HEIGHTS, Hennepin
<br />County, Minnesota, thence South 12 degrees 18 minutes 18 seconds West, assumed bearing, along the
<br />easterly line of said Lot 14 a distance of 99.34 feet to the point of beginning of the line to be described;
<br />thence South 75 degrees 43 minutes 36 seconds West 54.89 feet; thence North 52 degrees 41 minutes
<br />51 seconds West 43.86 feet; thence North 6 degrees 32 minutes 28 seconds West 35.57 feet to the
<br />westerly line of Lot 15 in said Block 4 and there terminating. Sidelines of said easement are to be
<br />lengthened or shortened to terminate on the sideline of said Lots 14 and 15.
<br />11
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />Omni
<br />( IN FEET )
<br />PROPOSED ELEVATIONS:
<br />Top of Foundation 950.7
<br />Top of Lowest Floor 942.0
<br />Top of Garage Floor 950.4
<br />Benchmark* 950.5
<br />*Rim Manhole as shown
<br />949,1 X949.4 PROPOSED BUILDING COVERAGE:
<br />LOT AREA = 17,448 S.F.
<br />BUILDING AREA = 2,359 S.F.
<br />X949.7 COVERAGE = 13.5%
<br />949.6
<br />/ --- Ben chm ark.•
<br />X949,1 / Top of manhole 950.5
<br />X946.4` \ O
<br />\ 950.3
<br />X945.8 X946,5
<br />Y 50.0 X9� Casco
<br />X945.7 \ \ 1
<br />X§4�,A 1�19`S�v
<br />X946.4; \ � \ ���Z e
<br />X948,6, ;9
<br />7
<br />-Invert 10"Conc. pipe 5f*
<br />4
<br />8 6,o0
<br />\1 -~d 951.2 100/1
<br />X943.9 �
<br />�\x
<br />¢ 951.2
<br />InvlOconc
<br />.
<br />6--a
<br />Maple 9 ----
<br />/ 950.5 950.7 -
<br />x� M ;X949.8 - 950.7
<br />X947.0
<br />X945.5 - X948.7 �/ Ems- „ 0.1
<br />X94%4 Twin 8 M% -
<br />RS?. � 949.6
<br />10 949.8 19 ,\ `
<br />950 � \9s �
<br />Z 1 » Oak o _ e , 33 6 j \ O0-1` \
<br />9�9
<br />-- -
<br />�,
<br />X946.8 \ 9JrQ ` 1
<br />X947.3 .� 947,9
<br />l� 153 0 202 2
<br />tN1 0 227
<br />Ki STOOP o 9Sg
<br />`? co N 4 22.7
<br />I COM 1g•3 11.7 --,14
<br />MANHOLE TOP 947,.4 rn d
<br />INVERT 942.6 -- �\ ^� " X
<br />00
<br />9A
<br />947. ' X947.9 / SING X949.0 N I t •�
<br />`V
<br />9 .1 Imo'
<br />--949--,
<br />` 19'33 CANTILEVEF2 l 95p a X X948.9
<br />i DECK / 0 2 948.5
<br />X947.1 I t 7 9 7 0 54.0 0� 9 �8 - - X948.E
<br />A 4moo o a.
<br />_ 947.3 X 1 5 �o
<br />OPROPOSED-RETAINING WALL. �111i 947.0 100 `O0 94 47.7 948 -----
<br />950.8 �'�IGH OR LESS- iI
<br />CONSTRUCT CATCH�BflSI� X947.6 PR 947
<br />� I' ` ` 946.7 - 947 ----_-_-
<br />ON EXISTING CLEAN OUT II� - ILE -OUT TOP 947.7 POSED, SND yl 947.o iC
<br />TOP GRATE ELEVATION = 946.3 �I' IN T 942. pWIMP
<br />\ \ I , - SLS --- ---- 94 _
<br />947.7 PC' 6
<br />- f I tag,
<br />X'
<br />946.7j X146.9
<br />199�246
<br />'53- _, 0 0� / � roti \ \ \ `�k \ ®J vV s ' , . ,APPROXIMATE BEND LOCATION AS
<br />- / ,' c�Fq S \ \ �• \\ \ P� \X47 0 =94 8 \\APER SEWER CONTRACTOR ON SITE
<br />0bT-T _ _
<br />`(N EV RT 942.0;
<br />X948.
<br />X9561 oa 9spz S �F ` ; = - ,6 le 945X 945.6 / \
<br />o i 6 As�
<br />_ 1 - 500' - )0' J 'ri l -Invert 10" PIAC pipe
<br />\10
<br />LAKE SETB / X
<br />ACK 45.1 53"
<br />- ZO � I
<br />V
<br />\ - - 250' - 500' LAKE SETS - 1p 46.2 / \ \\finvl
<br />ACK .3
<br />0
<br />Z NE / X941.2
<br />C�
<br />\47.9 'S X9 .6
<br />X§58.0 00
<br />X958.5', \ X947.2 7
<br />44.4
<br />955.11 0 ! \ l / X941.1
<br />944.2 C .
<br />CR OF ORONO
<br />�_ SITE PLANGRADING LAN
<br />IS PROVED -N�c� R�
<br />1/2 " (13 mm)
<br />WIRE SCREEN'
<br />_ Pic '-4'
<br />1"-2" (25 mm
<br />TO 51 mm)
<br />CLEAR ROCK
<br />FILTER.
<br />NEENAH R4342
<br />TASTING OR EQUAL.
<br />TOP VIEW
<br />VARIABLELGROUT
<br />2.5'
<br />(0.761 m)
<br />L
<br />Imo-- 48" DIAMETER-�
<br />64" DIAMETER
<br />BOTTOM SLAB
<br />TYPE "I" CATCH BASIN
<br />NOTE:
<br />PROTECT INLET WITH SILT FENCE UNTIL
<br />VEGETATION IS ESTABLISHED.
<br />NEENAH R4342
<br />CASTING OR EQUAL.
<br />INFI-SHIELD EXTERNAL
<br />�- SEALING SLEEVE.
<br />MINMUM OF 2 MAXIMUM
<br />OF 6 ADJUSTING RINGS
<br />ALLOWED WITH FULL BED
<br />OF MORTAR BETWEEN
<br />EACH.
<br />REINFORCED PRECAST
<br />CONCRETE CONE SECTION
<br />OR 8" SEGMENTAL
<br />CONCRETE BLOCK.
<br />6" PRECAST BASE PLACED
<br />ON 6" SAND OR
<br />FOUNDATION MATERIAL.
<br />NOTES:
<br />- PLACE BOTTOM EDGE OF FENCE INTO 6" (153 mm) DEEP
<br />TRENCH AND BACK FILLED IMMEDIATELY.
<br />- POSTS SHALL BE:
<br />- 4' (1.22 m) ON CENTER
<br />- 2" (50.8 mm) X 2" (50.8 mm) HARDWOOD, PINE OR
<br />STEEL FENCE POSTS. MINIMUM LENGTH 4.5'
<br />- DRIVEN 2' (0.61 m) INTO THE GROUND.
<br />ray FABRIC
<br />a
<br />II%15�11 =
<br />-�.�, (153 mmJ/
<br />EROSION CONTROL FENCE
<br />;ONCRETE BLOCKS
<br />w.�•�'• '..sir•
<br />.�...
<br />RUNOFF
<br />WITH SEDIMENT
<br />1"-2" (25 mm TO
<br />51 mm) CLEAR
<br />ROCK FILTER.
<br />1/2" (13 mm)
<br />WIRE SCREEN
<br />FILTERED
<br />WATER
<br />DROP INLET
<br />WITH GRATE
<br />BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER
<br />6" (1 %3 mm)
<br />
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