|
X 983.8
<br />x 934.0 �
<br />x 984.5 x 98.3 g / c I
<br />FND IP 25684 x 989.4
<br />x 983 x 984.9 987/4
<br />x 983.9
<br />x 992.7 �
<br />\ 4
<br />X 98.6
<br />x 990. -
<br />I NW24120"E 368.83 x 984.0 - - - -
<br />x 93.1 �_u �
<br />g :T _
<br />x 993.5 _ ------
<br />------ x 985.4 /
<br />x 9_ : 9
<br />---- / Property Description: Lot 14, Block 1, LAKEVIEW OF ORONO, according to the recorded
<br />CO x 990 2 plat thereof, Hennepin County, Minnesota
<br />3
<br />----- - x 984.2
<br />x 983,8 O
<br />�\ - �9� 2 /
<br />x 93.2 x
<br />993.6 DIP I /4 - 1 / to 1. Address: 705 Pinehurst Court, Orono, Minnesota 55391
<br />x 993.8 -993.7 x 9931
<br />993.5 . x 993.', - /
<br />\ \ / o�
<br />------ /
<br />x 983.7 \ / (�� 2. We have shown the location of utilities on the surveyed property by observed evidence
<br />\ x 984.7 only and by available plans. Please note that we have not placed a Gopher State One Call
<br />- / for this survey. There may or may not be underground utilities in the mapped area,
<br />�� ,
<br />� '_'�� � I TD IP 25684 x 999.1
<br />therefore extreme caution must be exercise before any excavation takes place on or near
<br />this site. Also, please note that seasonal conditions may inhibit our ability to visibly
<br />_ observe all the utilities located on the subject property. Before digging, you are required
<br />x 9 2 / by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />I \ 1 I ----------------9834 1 x 985.0
<br />x 93 3 The contractor shall determine the exact location of any and all existing utilities before
<br />x x 991.7 1 x 983.6 / / / / commencing work and is responsible for any and all damages arising out of his failure to
<br />x 99 7 93.4 _L���== = - - - - - 1 I / exactly locate and preserve any and all existing utilities.
<br />x 993.7 � VAA�ON EASEM
<br />x 993.9 \ x 984.5
<br />�
<br />� ,-cONSER \ \ / � � / 3. Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />x 993.6
<br />X 7 98 .I
<br />4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />\ � �
<br />985.5
<br />x 987.7 x 985.0 5. The proposed driveway shown is conceptual only and does not purport to show exactly
<br />X 983.5 _ '�� how the driveway shall be built.
<br />Ix 989.5 / ����'as°
<br />x \ x 993.5 \ \ \ \ x 983. �,ece�1°6B � / I / / 6. A title opinion was not furnished to the surveyor as part of this survey. Only easements
<br />x I x 995.0 9 / / x 993.1 per the recorded plat are shown unless otherwise denoted hereon.
<br />x 994.2 \ 994.0 x 99�\ 92\ � I 'BGa�� I x 990.9
<br />\
<br />x 994.0 I x 994 6 \ \ \ I / 7. Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />/ 8 � �8.4"6'� �- x 987.7 5
<br />( g93 x 9937 8. Verify sanitary service invert prior to any concrete work.
<br />994.4 ` II / / \ - �-� 0 \ \ x 985.4 \ CO I / x/86,0 / 9. Benchmark: CPIP 88035-071 TLS = 993.22 Feet
<br />/M N i x 994.4
<br />�/77 x 982.9
<br />CD 4 0/ Proposed tic
<br />9832
<br />j 1 99 x // � \ \ \ I x . 00 / p �e p
<br />o \ P FND IP 25684
<br />�_ � Site 1 x 999,5 / Proposed Elevations - Lo
<br />LJ ® �� l ,esa�'� / o00 \ \ x 985.3 \ / I 9930 Proposed Garage Floor Elevation = 999.0
<br />LL \ 994.0 994.6 ���e�F"°� \ \
<br />/ T Tj � � � Proposed First Floor Elevation = 1000.8
<br />00 x _�� �x 995.5 / \ BLOCK 1 x 986.3 1 / Proposed Top of Foundation Elevation = 999.3
<br />co
<br />w / �o/ '� / / / \ �\ x 9g\4 \ \ I/ , li / Proposed Lookout Elevation = 994.5
<br />'�' �� + V \ o`'� ��oposed�Septic \ LOT 14 �,3 In
<br />m 0 p
<br />\ I / v Pro osed Basement Floor Elevation = 991.3
<br />rn Q / / 9�\p1 x PROPd E\ Site 1 x 995.6 Aswbuilt Elevations -Lo _ -
<br />w 8I ELL \ \ x 985. x 987_.8 /' x 3.8 Asbuilt Garage Floor Elevation _ 998.7 + 0.33 - 999.0 (Not Poured)
<br />n i� / R / / x Q073 9c CHEC CHk\ 15 OS BLDG �JT 993.59 \ I \ ' x 990.8 Asbuilt Top of Foundation Elevation = 999.4
<br />\ 1 Asbuilt Lookout Elevation = 993.5
<br />0 0 _ 986.9 I 1 Proposed Basement Floor Elevation = 990.3
<br />0 z0 / 1 // x996.6 i \993.6 \ ` \ \\
<br />0 v v� /�I � � x 994.6 1/ / �
<br />_____x LO
<br />PROPOSED o � � Q 1988.1
<br />X 99� \ x / _�- TREE LI`._ 99A RETWALLS �`Lo �\ 93. \ \ \ I
<br />9.1 01� x � I& p�A� \ h1 V A x 982.2 1 �, J96,0
<br />x x 99 0 \• A
<br />4.4 ' h' o �°' 9 \ \ \ I - Offset Irons
<br />1 sas 0°' � 'y 9y 0 1 � �.
<br />O ` �l� D X k iP 1 `�S \\ / x9T4.4 \ I x 988.3 I r7 (elevations are to the top of pipe)
<br />\ x 99516 / 0� O 9�Cg5 BFE= k' 1 \
<br />I I L 990.3 ° °�. i �� \ OS #1- 1001.60 OS #2- 993.59
<br />x 8 9 0 O G h ° J`` o� /%0/ i \ x 83.7 \ N OS #4= 996.97 OS #3= 987.31
<br />00
<br />x 994.4 \ \rco
<br />o' D
<br />':,,4.4) / 9 \ (� n ���^�\c 9 CPN/ co, Q 9988 „ 9�o x < \ o ��A =
<br />6 Q i I I x 981.8 I \
<br />'v Q�Q ��OQ o J X6SE I \ \ x�a \ \.9 I 0 9�
<br />ETWALL o
<br />x 994.2 w x�� 1 A
<br />esa�-esx 99 -esa ese� \ x 998.1 I x g6� �'�' �VOPj ��♦ �� �,� ����a °�' I c�
<br />x994.5/ x II � \ 1
<br />x 9ffi4 3 \
<br />� 9 9sr/ LOE EGR�x � I✓ o � � a$ I � \
<br />/ ' 99 \
<br />' O 993.5�x � �' I \
<br />x 994.3 I } I
<br />x 996.9 I as / 9so C 'r�98/
<br />X 5' x 994.0 / .°° 0�� GFE I I / x 98p.9
<br />9
<br />x 997.1 °j 998.7 h 8 �x o 0
<br />/ \ x x TOF= P� 999 I \ \ x 985.0
<br />I / 987.9
<br />x 997.4 I\ \ o I 996. � '/ 999.4 F� ��p�. I I I x I �` 1 8
<br />/ x - 997.2 \ OJ x � i x � �
<br />994.0 Ln P (x 998.1 981x 8 �>: 988.E
<br />FND �2}� o i n i' �R° `p x O °� I l °�98j0) \ \ \ 1
<br />S88 48 43 E 59.22 FND IP 1/2; \ �°° `�� tea°`, �° -98
<br />x3.8 x997,/ 996,1 old f' 998.° ® 9 A� �V 6�
<br />99A Ix
<br />x aati x 985 -
<br />/ 7.2 1 \ Oho ' i" % ' I x \ / ° j° a �J8 _ te e--�e_Ins '984
<br />/ \ Vasa J
<br />x 997.8 �980\
<br />.2
<br />\ °' a x ��� q i x 978.8 9
<br />x 994.1 s\ a ° �L ��� °� a x 5 980.3 ��
<br />�� ( / i - \ x 981.2 R
<br />x - 8
<br />\�C x 987.,8/-
<br />V \ ,' x ° 9 6.4� ` Bearings are based on the Hennepin County
<br />\ \ c�, / Coordinate System (NAD 83 - 1986 adj.)
<br />`9Q x s� a x 1996.0 975.6
<br />999.1 �, � ��� � ' .o �
<br />\ sP� \� ° x 9 .2 x / // % o x 975.1__ \ 20 10 0 10 20 40
<br />xg
<br />° ° ° a / o TN ID P 25684 SCALE IN FEET
<br />9%B 97.6.3 9�6 09 974.4
<br />s x 994 9922 /, / x o 65 s� X�9j4 SURVEY LEGEND
<br />v v i c_v i x 995.9 Rjo \ q�
<br />^0 9g/ �� / / �� / \ / / / �o� x QQ CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION
<br />/p, O IRON PIPE MONUMENT SET cQ, POWER POLE FFE FIRST FLOOR ELEVATION
<br />ti °� -- • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION
<br />x / �` anti / / / �� O� .'tj� O )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV.
<br />975.5
<br />(975.5 �\��'00�'00 X CHISELED X MONUMENT SET cs LIFT STATION LOE LOWEST OPENING ELEV.
<br />9 X CHISELED "X" MONUMENT FOUND (S SANITARY MANHOLE p CONCRETE
<br />REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS
<br />x �\ 993288935` �b v �' �� J� PK NAIL MONUMENT SET s0 STORM MANHOLE m -� BUILDING SETBACK LINE
<br />/ i T l/ l 01 A PK NAIL MONUMENT FOUND ® STORM DRAIN OTv CABLE TV
<br />x gg g �o s �v 982.1 �° / ^ ' O PK NAIL W/ ALUMINUM DISC 0 CATCH BASIN CONCRETE CURB
<br />y�� �� I/ SURVEY CONTROL POINT a FLARED END SECTION - 960 - CONTOUR EXISTING
<br />��
<br />-
<br />/ 5 , ❑D A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED
<br />993.2, / i
<br />x\ � n
<br />x 993 6 / �� / \� I/ ^ © CABLE TV PEDESTAL TREE DECIDUOUS - °-°-°-°- GUARD RAIL
<br />�(91
<br />` ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE
<br />QE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND
<br />/ °( rn OO ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE
<br />989,V\� x 980. /J / I 0 \ l� m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL FO FIBER OPTIC UNDERGROUND
<br />x 993.1 -ems 1 \
<br />\ � � 0 YARD LIGHT O UTILITY MANHOLE GAS -GAS UNDERGROUND
<br />/ x 976.8 x\974.6 \ h 0 LIGHT POLE 0 UTILITY PEDESTAL OHu OVERHEAD UTILITY
<br />/ I d FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE
<br />o^i 976.2 976.3 88035-071 TLS
<br />x9898
<br />/ \ ❑T � i 976.3 bl FIRE DEPT. HOOK UP WO WATERMAIN MANHOLE > SANITARY SEWER
<br />� � � �75,9� i � FLAG POLE ® WATER METER » STORM SEWER
<br />9�9 \ /979 4 / 9�� 6g,. FP FUEL PUMP WATER SPIGOT TEL TELEPHONE UNDERGROUND
<br />o, P Fr FUEL TANK
<br />Fg� � WELL � RETAINING WALL
<br />/ l PROPANE TANK Mw MONITORING WELL uTL UTILITY UNDERGROUND
<br />x 975.6
<br />__- 1� 90 I 976J \ © GAS METER m CURB STOP I WATERMAIN
<br />x 984.9x 9�6- ���� 73.8
<br />/0 - _ _ \ GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL
<br />x © GAS MANHOLE � HYDRANT RAILROAD TRACKS
<br />1 cE GENERATOR R -v IRRIGATION VALVE $ RAILROAD SIGNAL
<br />o P j'1 ® GUARD POST Piv POST INDICATOR VALVE 0- RAILROAD SWITCH
<br />88 Fg ag ❑H HAND HOLE SIGN
<br />SATELLITE DISH
<br />0 MAIL BOX se SOIL BORING WETLAND BUFFER SIGN
<br />x 978.3 1 OT 1 = ------ PROPOSED SILT FENCE
<br />L_V I i .1
<br />\ X972.5 FOUNDATION ASBUILT ELEVATION
<br />FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWPA 17-RGE.23-SEC.06 FILE NO.
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. CRs 3U Hennepin CountyCERTIFICATE OF SURVEY
<br />XXX 1 TS 1/20/2021 HOUSE MOVED CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y � RL p
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s x� F� 88035-071
<br />J
<br />DRAWN 2 TS 1/21/2021 CONTOURS SATH RE-BERGQUIST INC.
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 3rd day of March, 2021. j FOUNDATION ASBUILT
<br />TS 3 TS 3/3/2021 HOUSE STAKED AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND N 7
<br />CHECKED 4 TS 3/29/2021 ADDED WW & FIFE SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF + 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O' `O' `r O 5 PREPARED FOR.
<br />DLS 5 TS 3/30/2021 FIFE THE
<br />RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES N �/ Qco
<br />WWWSATHRECOM
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY . . MINNESOTA SWANSON HOMES
<br />DATE 6 TS 4/1/2021 WB/CON EASE SIGN LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt PLS Minnesota License No. 26147
<br />01/20/2021 7 TS 5/28/2021 FOUNDATION ASBUILT RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com c�FRS 9 0"
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