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Home My WebLink About2009 Certificate of SurveyDETAIL (1 INCH = 10 FEET) LL LL ' \0 2 O 10 L D-�G SE 932.' , 1 932.4 6 932.1 �6ane 20 10 0 10 20 40 SCALE IN FEET EXISTING CONDITIONS & PROPOSED ADDITIONS 930.2 T --3-.t d A J�l 930.1 WET �2-1 ®SMH��' 'WET �`"` _ BITUMINO II ^9 US 1 ROADWAY 930.3 / `�q� DP GYIWC ENTRANCE 1 30.9 `4O06' YW ERM � F c B X31,5 �3 1 WET J AViE 3-3 OF / O • 930.85�. 930.3 fycr WET 2-� I 82006-3 " o 0 VWV CP 102 4.3 �q # y FSET WET 3-4 N� 31.7 - W GYW 3� WE 3-5 X30.: A Z rt _ pW LK � 0 1 m 9. 1.9 � .2 WET 3-6 gO PR Z *- w I � _ i r•.r U c _ y W UJ WET 2-4 2 - `A 10 Z /°932 ,s O in C ,yYEvTz..1 7x 928.6 'x t31.0 IDING 93{.4 �W SE i..w 9.;5 110 CK LINE32-5wE n 931.: 3- VU O x - Q a 930, �- t p .0 00 930.3 CJLdI I Ms`s' �-2, �� I 930 • . LU W� _ OAS 2/3 it 932.1 , x r, r 9M6 x >- r FE933.9' \ B , W 932.x aT X r �\ zl� WE 930.1 _' ��. I l 9 ►RP \ fi WE 3 9 c2 z- % 0 / O PJF � �� 939.E x � 2�.5 � ��-�1 �o � \ I x x•31.1 O GS 110 - x3u.<Ts=> = ca 3' IoEc3_ \ j 92 - .4 \ ` 930,4 Ico I x E ry 1 "' x 1 ° 'cam j \3a. r x 39.5 39.5 93 .1 ' Q a3L,9 x1 399i z3 \� T 1t�►�9 x , 3 X ELL5 0 50.00 -�S. UNE OF LOT 3 \ o S. LINE"OF LOT 24 929.6 1 ' L FD 1 2" �, 'x ..� -� 33 � . � �- } V n V � � . � L _ L t L_ I WET 3 11x! NTNG E I L_ v\1 \ :, 93 x \ \ x / FO 1" OPEN �D ' PER DOC N ` 213403 \►`QJ x 93 \ ' . 1" OPEN X \ t.. / OF LO �2 & \� 0 . im 1`HNGG E. City of Orono I E O y cP 101 `� 6 IPlanning 8 Zoning P n Review I 9 1.3x1n stp ' + ��,i ^ • I\�UILDING SETBACK LINE\ 930.5 Site Plan Review Da fi i 4 _ ;,�� \ x s .7 I I 937.1\ \ �! I� E7 APPROVED :, 5f \ \ O I o " 9 , PROVED WITH EVISIONS (see notes) I (� CO -Z Y s+ M \8�T•_\ LL- _\ ., ', n \. ❑ _ DENIED _ I \ x __ ► z t r (/jj� Staff: �C 51 c -v1 941.3► OAK ' i l'VOm n �rIC7�i� FD 1 -`OPEN '� _ (Pik cuiel Iz X,3& 942 ; WEST 1 p0. � \ \ FDOPEN %. - ^ \ tAU tN��INNrr ARMNKA -28.5 9.- X FND 1/2" OPEN 930,1: S83°14'36 E 50.01 FND 10 �75, OF to O NI N82006'. wE�Lp,�1D EXISTING ELEVATIONS EXISTING LOWEST LEVEL LIJ 5 Z J W 50.00 C 9- 01,3 PROPOSED ELEVATIONS PROPOSED GARAGE FLOOR ELEVATION PROPOSED ENTRY FLOOR ELEVATION PROPOSED UPPER FLOOR ELEVATION Y NOTES 150 Sq. Ft. Driveway - 3 This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor Ret. Wall - shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all Concrete Surfaces - 294 Sq. Ft. damages arising out of his failure to exactly locate and protect all existing utility facilities. r Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. m A title opinion was not furnished to the surveyor. DBP � DESCRIPTION OF SUBJECT PROPERTY Parcel One: Lot 2, Block 3, CRYSTAL BAY VIEW, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel Two: 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 LS 24764 28 and 29, Block 7, CRYSTAL BAY VIEW, according to the recorded plat thereof, Hennepin County, Minnesota. and 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 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 County, Minnesota. *Vacated alley shown per City of Orono Resolution No. 2983 Recorded as Document No. 2213403 **Permanent Easement for Drainage and Utility purposes shown hereon per Document No. 2213404 Q NOTES 150 Sq. Ft. Driveway - L � This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor Ret. Wall - shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all Concrete Surfaces - 294 Sq. Ft. damages arising out of his failure to exactly locate and protect all existing utility facilities. r Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Decorative Brick - A title opinion was not furnished to the surveyor. DBP 0'-75' Area - M The subject property appears to lie within Zones X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow 160 Sq. Ft. 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 N 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 Landscaping - 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 p 3 mortgage. In most instances, base flood elevations derived from detailed analyses are shown at selected intervals within these zones.), per the National N Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0303E, dated September 2, 2004 as acquired from the Federal 59 Sq. Ft. Emergency Management Agency Web Site. N N O 10 M Zone AE Flood Elevation = 931.00 feet ^ LEGEND O Areas : Parcel One: 10,821 Sq. Ft. 0 Parcel Two: 23,128 Sq. Ft. AC Denotes Air Conditioning Unit Zoning and setback information as provided by the Planning Department BFE Denotes Basement Floor Elevation Total - of the City of Orono: BEE Denotes Building Entrance Elevation = 934.82 CP Denotes Control Point Zoning: LR -1C (Lakeshore Residential - Single Family) CONC Denotes Concrete Surface 11,574 Sq. Ft. EO Denotes Electric Outlet Setbacks: Front: 30 feet GFE Denotes Garage Floor Elevation i Rear: 30 feet GYW Denotes Guy Wire Hardcover % Side: 10 feet OHU Denotes Overhead Utility Line .. • • • • Hardcover: 0-75 feet: 0% SMH Denotes Sanitary Manhole easement per Document No 2213404 75-250 feet: 25% UP Denotes Utility Pole 250-500 feet: 30% WET A-1 Denotes Wetland Delineation/Flag Identifier Denotes Existing Contour Wetland Classification - Preserve Denotes Found Monument - As Denoted Setback - 50 feet O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 40344 ' Survey coordinate and bearing basis : Assumed - Wetland(s) shown hereon is (are) per field location of stakes as set by Arrowhead Environmental on September 12, 2008. ' 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 ' supervision. Benchmark: MnDot Geodetic Database Station #11195 - Station Name BR7258 - Southeast corner of County Road No. 51 bridge 7258 (Hendrickson Bridge) between Crystal Bay and North Arm of Lake Minnetonka. Elevation: 947.18 Feet (NAVD88) EXISTING HARDCOVER 0'-75' EXISTING HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500" Landscaping - 1,206 Sq. Ft. (underlayed with plastic) House/Garage - 1,270 Sq. Ft. None ..............EXISTING/PROPOSED HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500" House/Garage - 1,270 Sq. Ft. None CnncrQte Rnrfnrvc - Y) on Ft WIRE MESH (14-1/2" MIN. GA) FILTER FABRIC (36" MAX. HT.) POST(METAL OR WOOD 2"X2") DIRECTION OF BACK FILL 6"X6" TRENCH RUNOFF FLOW z UNDISTURBED SOIL SILT FENCE DETAIL STANDARD DETAILS NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET APART. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. STANDARD DETAILS ROCK ENTRANCE BERM Deck - 160 Sq. Ft. Ret. Wall - 17 Sq. Ft. Total - 1,469 Sq. Ft. 75'-250' Area - 11,574 Sq. Ft. Hardcover % 12.7% Bldg. Addn. - 864 Sq. Ft. Driveway Addn. - 886 Sq. Ft. Cone. Addn - 43 Sq. Ft. Wood Steps Addn - 17.5 Sq. Ft. Ret. Wall Addn. - 14 Sq. Ft. Total - 1,824.5 Sq. Ft. 75'-250' Area - 11,574 Sq. Ft. Prop. Hardcover % 15.8% Total Proposed Hardcover 1,469 Sq. Ft. + 1,824.5 Sq. Ft. 3,293.5 Sq. Ft. 11,574 Sq. Ft. 28.5% I hereby certify that this plan or specification was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Dated this 22nd day of January, 2008. SATHRE-BERGQUIST, INC. " 6m�, \ David B. Pemberton Licensed Land Surveyor, Minn. Lic. No. 40344 REVISIONS Deck - 150 Sq. Ft. Driveway - 945 Sq. Ft. Rev:New Addition/Hardcover Ret. Wall - 66 Sq. Ft. Concrete Surfaces - 294 Sq. Ft. Alley Vac. Doc. & DIU Esmt Total - 1,422 Sq. Ft. Decorative Brick - 53 Sq. Ft. DBP 0'-75' Area - 11,554 Sq. Ft. Deck - 160 Sq. Ft. Rev. Buffer Averaging. 12-15-08 Hardcover % 12.3% Landscaping - 161 Sq. Ft. (underlayed with plastic) W Playset - 59 Sq. Ft. = 932.4 O Shed - 37 Sq. Ft. yOFLS S�y� J co Ret. Wall - 29 Sq. Ft. = 934.15 Total - 3,008 Sq. Ft. = 934.82 75'-250' Area - 11,574 Sq. Ft. = 944.33 Hardcover % 26.0% .. • • • • Denotes drainage and utility easement per Document No 2213404 ..............EXISTING/PROPOSED HARDCOVER 75'-250' EXISTING HARDCOVER 250'-500" House/Garage - 1,270 Sq. Ft. None CnncrQte Rnrfnrvc - Y) on Ft WIRE MESH (14-1/2" MIN. GA) FILTER FABRIC (36" MAX. HT.) POST(METAL OR WOOD 2"X2") DIRECTION OF BACK FILL 6"X6" TRENCH RUNOFF FLOW z UNDISTURBED SOIL SILT FENCE DETAIL STANDARD DETAILS NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET APART. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. STANDARD DETAILS ROCK ENTRANCE BERM Deck - 160 Sq. Ft. Ret. Wall - 17 Sq. Ft. Total - 1,469 Sq. Ft. 75'-250' Area - 11,574 Sq. Ft. Hardcover % 12.7% Bldg. Addn. - 864 Sq. Ft. Driveway Addn. - 886 Sq. Ft. Cone. Addn - 43 Sq. Ft. Wood Steps Addn - 17.5 Sq. Ft. Ret. Wall Addn. - 14 Sq. Ft. Total - 1,824.5 Sq. Ft. 75'-250' Area - 11,574 Sq. Ft. Prop. Hardcover % 15.8% Total Proposed Hardcover 1,469 Sq. Ft. + 1,824.5 Sq. Ft. 3,293.5 Sq. Ft. 11,574 Sq. Ft. 28.5% I hereby certify that this plan or specification was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Dated this 22nd day of January, 2008. SATHRE-BERGQUIST, INC. " 6m�, \ David B. Pemberton Licensed Land Surveyor, Minn. Lic. No. 40344 REVISIONS Original Survey Dated DBP 9-17-08 s Rev:New Addition/Hardcover DBP 10-22-08 1 U)� Alley Vac. Doc. & DIU Esmt DBP Per City Req. 11-07-08 Wetland Buffer Averaging DBP Rev. Hardcover. 11-24-08 LJ� Remove Shed/Hardcover DBP Rev. Buffer Averaging. 12-15-08 00 Grading Plan, Silt Fence, Hardcover, DBP Building Elevations 01-22-09 • U0 O O Zti (0 s � L^ N Lr) O 1 U)� O M u? u7 V < LJ� N W Q 00 Q 1 WQ � W m 2 O ♦ /� O LID yOFLS S�y� J co � 3 UKAVVN DBP CHECKED GRG DATE 09/17/2008 SCALE AS SHOWN JOB NO. 3540-001-002 FILE: CERTIFICATE OF SURVEY.DWG TOWNSHIP - RANGE - SECTION 08-117-23 HENNEPIN COUNTY BOOK: 174 PAGE: 35 -J SHEET 2 OF 2