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DETAIL (1 INCH = 10 FEET)
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<br />SCALE IN FEET
<br />EXISTING CONDITIONS & PROPOSED ADDITIONS
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<br />.
<br />1" OPEN
<br />X
<br />\ t.. / OF LO �2 & \� 0 . im 1`HNGG E.
<br />City of Orono I E O y cP 101 `�
<br />6
<br />IPlanning 8 Zoning P n Review I 9 1.3x1n stp ' + ��,i ^ • I\�UILDING SETBACK LINE\ 930.5
<br />Site Plan Review Da fi i 4 _ ;,�� \ x s .7
<br />I
<br />I 937.1\ \ �! I�
<br />E7 APPROVED :, 5f \ \ O I o " 9 ,
<br />PROVED WITH EVISIONS (see notes) I (� CO -Z Y s+ M \8�T•_\ LL- _\ ., ', n \.
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<br />Staff: �C 51 c -v1 941.3►
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<br />S83°14'36 E
<br />50.01 FND
<br />10
<br />�75, OF
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<br />N82006'.
<br />wE�Lp,�1D
<br />EXISTING ELEVATIONS
<br />EXISTING LOWEST LEVEL
<br />LIJ
<br />5
<br />Z
<br />J
<br />W 50.00
<br />C 9- 01,3
<br />PROPOSED ELEVATIONS
<br />PROPOSED GARAGE FLOOR ELEVATION
<br />PROPOSED ENTRY FLOOR ELEVATION
<br />PROPOSED UPPER FLOOR ELEVATION
<br />Y
<br />NOTES
<br />150 Sq. Ft.
<br />Driveway -
<br />3
<br />This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor
<br />Ret. Wall -
<br />shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all
<br />Concrete Surfaces - 294 Sq. Ft.
<br />damages arising out of his failure to exactly locate and protect all existing utility facilities.
<br />r
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation.
<br />m
<br />A title opinion was not furnished to the surveyor.
<br />DBP
<br />�
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />Parcel One:
<br />Lot 2, Block 3, CRYSTAL BAY VIEW, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />Parcel Two:
<br />That part of Lot 2, Block 7, lying west of a line drawn across it midway between the East and West lines thereof, Lot 3 and the North 45 feet of Lots
<br />LS 24764 28 and 29, Block 7, CRYSTAL BAY VIEW, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />and
<br />The 14.00 wide vacated alley lying south of said part of Lot 2, Block 7, lying west of a line drawn across it midway between the East and West lines
<br />thereof, Lot 3 and the North 45 feet of Lots 28 and 29, Block 7, and CRYSTAL BAY VIEW, according to the recorded plat thereof, Hennepin
<br />County, Minnesota.
<br />*Vacated alley shown per City of Orono Resolution No. 2983 Recorded as Document No. 2213403
<br />**Permanent Easement for Drainage and Utility purposes shown hereon per Document No. 2213404
<br />Q
<br />NOTES
<br />150 Sq. Ft.
<br />Driveway -
<br />L
<br />�
<br />This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor
<br />Ret. Wall -
<br />shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all
<br />Concrete Surfaces - 294 Sq. Ft.
<br />damages arising out of his failure to exactly locate and protect all existing utility facilities.
<br />r
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation.
<br />Decorative Brick -
<br />A title opinion was not furnished to the surveyor.
<br />DBP
<br />0'-75' Area -
<br />M
<br />The subject property appears to lie within Zones X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow
<br />160 Sq. Ft.
<br />flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1
<br />N
<br />square mile, or areas protected from the I% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance
<br />Landscaping -
<br />purchase is not required in these zones.) and AE, (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year
<br />p
<br />3
<br />mortgage. In most instances, base flood elevations derived from detailed analyses are shown at selected intervals within these zones.), per the National
<br />N
<br />Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0303E, dated September 2, 2004 as acquired from the Federal
<br />59 Sq. Ft.
<br />Emergency Management Agency Web Site.
<br />N N
<br />O
<br />10 M
<br />Zone AE Flood Elevation = 931.00 feet
<br />^
<br />LEGEND
<br />O
<br />Areas : Parcel One: 10,821 Sq. Ft.
<br />0
<br />Parcel Two: 23,128 Sq. Ft. AC Denotes Air Conditioning Unit
<br />Zoning and setback information as provided by the Planning Department BFE Denotes Basement Floor Elevation
<br />Total -
<br />of the City of Orono: BEE Denotes Building Entrance Elevation
<br />= 934.82
<br />CP Denotes Control Point
<br />Zoning: LR -1C (Lakeshore Residential - Single Family) CONC Denotes Concrete Surface
<br />11,574 Sq. Ft.
<br />EO Denotes Electric Outlet
<br />Setbacks: Front: 30 feet GFE Denotes Garage Floor Elevation
<br />i
<br />Rear: 30 feet GYW Denotes Guy Wire
<br />Hardcover %
<br />Side: 10 feet
<br />OHU Denotes Overhead Utility Line
<br />.. • • • •
<br />Hardcover: 0-75 feet: 0% SMH Denotes Sanitary Manhole
<br />easement per Document No 2213404
<br />75-250 feet: 25% UP Denotes Utility Pole
<br />250-500 feet: 30% WET A-1 Denotes Wetland Delineation/Flag Identifier
<br />Denotes Existing Contour
<br />Wetland Classification - Preserve
<br />Denotes Found Monument - As Denoted
<br />Setback - 50 feet O Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 40344
<br />' Survey coordinate and bearing basis : Assumed -
<br />Wetland(s) shown hereon is (are) per field location of stakes as set by Arrowhead Environmental on September 12, 2008.
<br />' No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct
<br />' supervision.
<br />Benchmark: MnDot Geodetic Database Station #11195 - Station Name BR7258 - Southeast corner of County Road No. 51 bridge 7258 (Hendrickson
<br />Bridge) between Crystal Bay and North Arm of Lake Minnetonka. Elevation: 947.18 Feet (NAVD88)
<br />EXISTING HARDCOVER 0'-75' EXISTING HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500"
<br />Landscaping - 1,206 Sq. Ft. (underlayed with plastic) House/Garage - 1,270 Sq. Ft. None
<br />..............EXISTING/PROPOSED HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500"
<br />House/Garage - 1,270 Sq. Ft. None
<br />CnncrQte Rnrfnrvc - Y) on Ft
<br />WIRE MESH (14-1/2" MIN. GA)
<br />FILTER FABRIC (36" MAX. HT.)
<br />POST(METAL
<br />OR WOOD
<br />2"X2")
<br />DIRECTION OF BACK FILL 6"X6" TRENCH
<br />RUNOFF FLOW
<br />z
<br />UNDISTURBED SOIL
<br />SILT FENCE DETAIL
<br />STANDARD DETAILS
<br />NOTES:
<br />1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE.
<br />2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE
<br />TRENCH.
<br />3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT
<br />EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A
<br />MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE
<br />ORIGINAL GROUND SURFACE.
<br />4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE,
<br />AND BACK FILL.
<br />5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS
<br />NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO
<br />SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET
<br />APART.
<br />6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.
<br />STANDARD DETAILS
<br />ROCK ENTRANCE BERM
<br />Deck - 160 Sq. Ft.
<br />Ret. Wall - 17 Sq. Ft.
<br />Total - 1,469 Sq. Ft.
<br />75'-250' Area - 11,574 Sq. Ft.
<br />Hardcover % 12.7%
<br />Bldg. Addn. - 864 Sq. Ft.
<br />Driveway Addn. - 886 Sq. Ft.
<br />Cone. Addn - 43 Sq. Ft.
<br />Wood Steps Addn - 17.5 Sq. Ft.
<br />Ret. Wall Addn. - 14 Sq. Ft.
<br />Total - 1,824.5 Sq. Ft.
<br />75'-250' Area - 11,574 Sq. Ft.
<br />Prop. Hardcover % 15.8%
<br />Total Proposed Hardcover 1,469 Sq. Ft.
<br />+ 1,824.5 Sq. Ft.
<br />3,293.5 Sq. Ft.
<br />11,574 Sq. Ft.
<br />28.5%
<br />I hereby certify that this plan or specification was prepared by me
<br />or under my direct supervision and that I am a duly licensed land
<br />surveyor under the laws of the State of Minnesota.
<br />Dated this 22nd day of January, 2008.
<br />SATHRE-BERGQUIST, INC.
<br />" 6m�, \
<br />David B. Pemberton
<br />Licensed Land Surveyor, Minn. Lic. No. 40344
<br />REVISIONS
<br />Deck -
<br />150 Sq. Ft.
<br />Driveway -
<br />945 Sq. Ft.
<br />Rev:New Addition/Hardcover
<br />Ret. Wall -
<br />66 Sq. Ft.
<br />Concrete Surfaces - 294 Sq. Ft.
<br />Alley Vac. Doc. & DIU Esmt
<br />Total -
<br />1,422 Sq. Ft.
<br />Decorative Brick -
<br />53 Sq. Ft.
<br />DBP
<br />0'-75' Area -
<br />11,554 Sq. Ft.
<br />Deck -
<br />160 Sq. Ft.
<br />Rev. Buffer Averaging. 12-15-08
<br />Hardcover %
<br />12.3%
<br />Landscaping -
<br />161 Sq. Ft. (underlayed with plastic)
<br />W
<br />Playset -
<br />59 Sq. Ft.
<br />= 932.4
<br />O
<br />Shed -
<br />37 Sq. Ft.
<br />yOFLS
<br />S�y�
<br />J
<br />co
<br />Ret. Wall -
<br />29 Sq. Ft.
<br />= 934.15
<br />Total -
<br />3,008 Sq. Ft.
<br />= 934.82
<br />75'-250' Area -
<br />11,574 Sq. Ft.
<br />= 944.33
<br />Hardcover %
<br />26.0%
<br />.. • • • •
<br />Denotes drainage and utility
<br />easement per Document No 2213404
<br />..............EXISTING/PROPOSED HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500"
<br />House/Garage - 1,270 Sq. Ft. None
<br />CnncrQte Rnrfnrvc - Y) on Ft
<br />WIRE MESH (14-1/2" MIN. GA)
<br />FILTER FABRIC (36" MAX. HT.)
<br />POST(METAL
<br />OR WOOD
<br />2"X2")
<br />DIRECTION OF BACK FILL 6"X6" TRENCH
<br />RUNOFF FLOW
<br />z
<br />UNDISTURBED SOIL
<br />SILT FENCE DETAIL
<br />STANDARD DETAILS
<br />NOTES:
<br />1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE.
<br />2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE
<br />TRENCH.
<br />3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT
<br />EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A
<br />MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE
<br />ORIGINAL GROUND SURFACE.
<br />4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE,
<br />AND BACK FILL.
<br />5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS
<br />NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO
<br />SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET
<br />APART.
<br />6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED.
<br />STANDARD DETAILS
<br />ROCK ENTRANCE BERM
<br />Deck - 160 Sq. Ft.
<br />Ret. Wall - 17 Sq. Ft.
<br />Total - 1,469 Sq. Ft.
<br />75'-250' Area - 11,574 Sq. Ft.
<br />Hardcover % 12.7%
<br />Bldg. Addn. - 864 Sq. Ft.
<br />Driveway Addn. - 886 Sq. Ft.
<br />Cone. Addn - 43 Sq. Ft.
<br />Wood Steps Addn - 17.5 Sq. Ft.
<br />Ret. Wall Addn. - 14 Sq. Ft.
<br />Total - 1,824.5 Sq. Ft.
<br />75'-250' Area - 11,574 Sq. Ft.
<br />Prop. Hardcover % 15.8%
<br />Total Proposed Hardcover 1,469 Sq. Ft.
<br />+ 1,824.5 Sq. Ft.
<br />3,293.5 Sq. Ft.
<br />11,574 Sq. Ft.
<br />28.5%
<br />I hereby certify that this plan or specification was prepared by me
<br />or under my direct supervision and that I am a duly licensed land
<br />surveyor under the laws of the State of Minnesota.
<br />Dated this 22nd day of January, 2008.
<br />SATHRE-BERGQUIST, INC.
<br />" 6m�, \
<br />David B. Pemberton
<br />Licensed Land Surveyor, Minn. Lic. No. 40344
<br />REVISIONS
<br />Original Survey Dated
<br />DBP
<br />9-17-08
<br />s
<br />Rev:New Addition/Hardcover
<br />DBP
<br />10-22-08
<br />1
<br />U)�
<br />Alley Vac. Doc. & DIU Esmt
<br />DBP
<br />Per City Req. 11-07-08
<br />Wetland Buffer Averaging
<br />DBP
<br />Rev. Hardcover. 11-24-08
<br />LJ�
<br />Remove Shed/Hardcover
<br />DBP
<br />Rev. Buffer Averaging. 12-15-08
<br />00
<br />Grading Plan, Silt Fence, Hardcover,
<br />DBP
<br />Building Elevations 01-22-09
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<br />DBP
<br />CHECKED
<br />GRG
<br />DATE
<br />09/17/2008
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />3540-001-002
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />08-117-23
<br />HENNEPIN COUNTY
<br />BOOK: 174 PAGE: 35 -J
<br />SHEET 2 OF 2
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