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Existing Elevations
<br />i
<br />1
<br />9a1.a
<br />9g2
<br />---------------- - ---
<br />LONGLA
<br />KE 9g3 4
<br />�� SMH ..
<br />N81 o
<br />Rim !
<br />s a�
<br />y�80 980.8 -- X44.5
<br />8 � �8� 984,
<br />9>>,8� x 980.7 2 0
<br />\ - 9 r -- a� 3� 0 2
<br />5.7� ONS 9�7
<br />\ _ \
<br />->k,
<br />\ \ OHU -' 981.9 x9 O/ \ \
<br />� EX. STRUCTURE Q �' � 6 d" ,_ \\
<br />\ \\x 9801 x oHU 981 4
<br />7 g
<br />\ 981.4 9
<br />6'i o v 9 s \
<br />974.9 4.�97 Si \
<br />w w D. FND Ip
<br />974.0 U \ 2 , %OG 98 984:2xLLJ 98Q U xx
<br />Z I / 9, S 0 9- -
<br />�
<br />I_ BOX T4' d� SMH
<br />-97\ I\S -9 98\y \984.8 Rim=9 5.5 :x
<br />D _
<br />O 10' B �� \9�A-0 ����\ x 98s S Inv=97�8,
<br />0 7417 A �� 9j"
<br />jP co
<br />LLJ
<br />\ \ ° 99774�0 974.0 y
<br />x 9744
<br />x
<br />OT _ MAR 14\ �cp
<br />1 _ 973. �.r` q 9 x
<br />% 11rr yy
<br />U)974.0 � x 97.3.8/ _ _ � �ly�973. o
<br />x / I973 I x\ \71.9 O� 1974.1 0 K s
<br />4'
<br />w '0, 98 .9x \ 983
<br />95��ISB �� cc
<br />0)I 099972 �PE, \ x 97 .7� \ \
<br />\ / / A �' \
<br />/ 9/0.6\��/� �r x 9 I. EL 2�' \ \ �\ z \
<br />`? \ 972.9 \-\ 97 3 \ \C x \
<br />971.0 x xx \ o
<br />90.6 969.1
<br />EX. DECK / �91 x �6 3 x 970.7 x \
<br />971.0 k 971.6 \ \U \ I
<br />\
<br />LL
<br />969 z w i x 973
<br />9 x
<br />/ �\ 5 �� 9,2 1 \ \ \\
<br />66 I 0 97x UI ID \
<br />970.0 ❑A i'Ln\ \
<br />0
<br />l \ C-
<br />�����\ \
<br />x 966.4 6> 967.41 E�/S o
<br />965.8 \ 967.8 6 S2S �O � � O y ^. \ �97\0 \
<br />\\\�\ 9 65 ��1196� \�9 IAS G �F 981.4
<br />o �\ WOE=
<br />��\S- 965.8 FFE= Fes, x 977.5
<br />8.7 d, \
<br />V) 1.2'/- - 915.3 p ,�' 973.7 \ \ \
<br />FND IP 1/2 151 °j ° 10.1
<br />0.56' W
<br />961.2964.6x 965. Ix
<br />\ 9708
<br />x 9 s / 65.\ \ r \3 x N\
<br />U \50.N6 x 964.
<br />LLJ
<br />w\ \ \ \ \
<br />1.5'\0.6 0 \\� - \ h� \\ WN� \ 965.1 \ � \ \ z �\ \ x
<br />\ x 949. x\S\ i \ \\\i `576 \\ \ \ \1/70 0g
<br />I 947.9 ���\ \ \��\ \ \\/ )\365 8
<br />0'�i�� Q\ \
<br />x 947.6 �' 1 5� �J\\ ~ \\ \� \ x
<br />LJ
<br />\
<br />\
<br />l �/\ 6 �970,4
<br />x971.7 972.3
<br />o¢ I -9471 \
<br />O � I \ x 94 .4 / �
<br />9 LJ
<br />948.4 0 8 %} i` /%45.9 x 96.1 / �� \ \ \ /i�9s \ \\\ \��� \ �� �`I \\\ �`�J,70.1 9
<br />FND IP I/2 I I x 946.3\�\\�\ \\ \ \ \\ U FFE=
<br />94 �. ) 1I \ 9x� \9� /\ \ x 9 \�\\ / \ 9729
<br />9 947.7 '-per 147.2 x-947 0 4 \ \ \ ```���\ \Q\ \\ , \
<br />_ 44. / 94 46x-8446.0 i / \ 95\ \ \\\\\\ \\ w
<br />943.7 \ x\946.1
<br />944. \ �Z 1
<br />9 �\ E,L I6�
<br />\ \ \ \ \\ \ \
<br />9Q�946.3 � \ \\ +•\\\ \ \\ \ \\ \ 869.4
<br />s� \ \
<br />44� 944.4 x-\ \\
<br />A6� x 946.6
<br />\ g V 946.8
<br />946.7 \
<br />'t\\9 . \ \\\\\
<br />\\ 944.1 \\ S VAAA
<br />x 946.3D
<br />94
<br />O�l 4 I\
<br />���� x 947.4
<br />Y S
<br />YYY�I� 00� 9� \3 46.5
<br />943. \ ex��
<br />Proposed Elevations
<br />i
<br />1
<br />979.6 981.8 j
<br />. ..:A.:::: A.0
<br />981 0 , 98
<br />982.
<br />EX. STRUCTCIRE � � m
<br />x A 980. x 9� OHU V d� V A
<br />X
<br />81.4 0
<br />974.9 7 .7
<br />98 2X 98 \ 9 U ix
<br />9 � OHU ri
<br />984.8 m=9 5.SMH 5
<br />\ \\ x \8S ., L S v=97
<br />9.8x
<br />7
<br />`IV\ - 984 1' \
<br />^9+7 s7� 1/YOK
<br />983
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />All of Lot 20 and that part of Lot 21 which lies west of a line drawn north and south through said lot and midway between the east and
<br />west line of said lot, in Albee's Long Lake Addition, Hennepin County, Minnesota.
<br />1) Site Address: 1525 Long Lake Boulevard, Orono, Minnesota 55356
<br />2) Flood Zone Information: This property appears to lie in Zone X (Area determined to be outside the 0.2% annual chance
<br />floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0306F, effective date of November 4th, 2016.
<br />3) Parcel Area Information: Gross Area: 15,482 s.f. - 0.355 acres
<br />4) Benchmark: Elevations are based on HCSD Geodetic Station Name: MICKI which has an elevation of: 1028.877 feet
<br />(NGVD29).
<br />5) Zoning Information: The current Zoning for the subject property is LR- lA (One Family Lakeshore Residential - 2 Acres) per
<br />the City of Orono's zoning map dated September 2016. The setback, height, and floor space area restrictions for said zoning
<br />designation were obtained from the City of Orono found on their web site on the date of September 8th, 2017 and are as follows:
<br />Principal Structure Setbacks - Front: 50 feet (Long Lake Blvd)
<br />Side: 10 feet
<br />Rear: 50 feet
<br />Lake: 75 feet
<br />Height: 30 feet
<br />Hardcover: 25 percent of lot area per Tier 1 Stormwater Quality Overlay District Map
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be
<br />unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be
<br />obtained from the Zoning Administrator for the current restrictions for this site.
<br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be
<br />underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One
<br />Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be
<br />exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State
<br />One Call at least 48 hours in advance at 651/454-0002.
<br />/ o , , ` I 1 ` ° °"L� - `� \ a I . \ Existing Elevations Proposed Elevations
<br />- ---- o o - ° - r T x 97 .
<br />15.0 a 9 LL -9 \ Garage Floor Elevation = 980.4 Proposed Garage Floor Elevation = 976.5
<br />x \ First Floor Elevation = 973.7 Pro osed To of Foundation Elevation = 977.0
<br />i • 0 7.0 9 1.. X(9 6.5 X L 2 \ cp \ \ P p
<br />9710 �° 6 ) 9�i 7 5--`-��? � 01 27. 72 9 x 0\97 3 \ '\ \ o Walkout Elevation = 965.8 Proposed Basement Floor Elevation = 967.0
<br />9 0.6
<br />969..
<br />\ Excavation Estimates
<br />/ 6 9.3 x 970.7 PRO OSED WALKOUT e \ \ \ \ Dirt to be Removed = 576 Cu. Yd. (7 Cu. Yd. within 75' setback)
<br />o
<br />1 J -5..Z5 LONG LAKExBEVb \ 9� x�7 3\
<br />x 969.5 0 9
<br />N� 973. \ 1 \ 981.81 Removed Dirt to be Used for Fill = 243 Cu. Yd.
<br />6,4 d7 A \
<br />x 970.0 97 \ \ Net Dirt to be Removed from Site = 333 Cu. Yd.
<br />10 to
<br />\9 a
<br />jou 4 �� a \ \ G
<br />967.�I6.5
<br />965.8 'i O \97\0 \
<br />� X0.5 �IV9 o
<br />_1 �o6r 49.0 % "1.2. Q i \ \ \ 981.4
<br />R 9 .5� �A �fi� X X(96 .5)X h
<br />o
<br />O 0) I \ s J- DECK \ S REEN - \ x 977'5 \
<br />U) 1.2 / ` S\c 9k5.3
<br />as 651 I�i PORCH , �Co \\\ \ G
<br />FND IP 1/2
<br />0.56' W
<br />961.2 AA 1 964.6x\ 965.Ix�s�
<br />\�� \ �� MA� 2� _ "\ 975.1
<br />x 959.6
<br />\g 9s6 0 970 N
<br />w 950.6 \\ \\ \ \ \\ 6 \
<br />z \\\964. \ \cc
<br />LLJ ca
<br />0 1.5i(9\0.6�� 965.1 \ / 'oma z o\ \ \
<br />0,9 \ \ \
<br />X
<br />949. x -99\ ;\\�� �\ \ \
<br />t(� L4 \ / 965 8
<br />47 9�` \\
<br />949.4 6. \ 9\ \ \
<br />x- ~2T94 6 �' � \ �� \d'\� x 970.4 `
<br />--- I Z 5 . \\ /\ \ �, \
<br />971.7 972.3
<br />944.
<br />943.7 x
<br />� 9 1. \
<br />\Q \
<br />`g5Y 3' \\� \ �`I \\\ 970.1
<br />9\\\ \ \ P 1 \ \\\ \ 972.9
<br />\� X
<br />\\ \x��\
<br />944.3 x i x ¢ .I \ -F \ \ \
<br />\ x 946.3 % \ Z \ ELTu) I6 \\ \ \� \ \ \ \ 969.4
<br />Q4\ 944.4 x
<br />46� x 946.6 \ \ \ \\ \\ \ \\
<br />O/\ 946.7\ \\ \\
<br />R/ /C/ \ \44.1
<br />j ��R�%R \ V\ x 946.3a
<br />Oo �
<br />/� )� 944.2
<br />�/ Oc)q 46. X�
<br />9 FF
<br />' 943.8
<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
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCCTT IS
<br />AT DM USE (INCLUDING COPYING, DISTRIBUTION, AND Land Surveyor under the laws of the State of Minnesota.
<br />DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 11 h day of S tember, 2017.
<br />EMW AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 1
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344
<br />8-31-17 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20
<br />10
<br />0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />Fd
<br />WOE
<br />V
<br />BITUMINOUS
<br />M
<br />�s \
<br />FFE
<br />-s-`-•`-
<br />BUILDING SETBACK LINE
<br />a
<br />FLARED END SECTION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />CTv
<br />dI SITE
<br />(X
<br />GATE VALVE
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
<br />LOWEST OPENING ELEV.
<br />CONCRETE
<br />HYDRANT
<br />0
<br />CABLE TV PEDESTAL
<br />- 960
<br />O
<br />O
<br />SURVEY MONUMENT SET
<br />(]ELECTRIC
<br />TRANSFORMER
<br />sso CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />Y
<br />-o -o -o -o
<br />-o- GUARD RAIL
<br />Q
<br />SURVEY CONTROL POINT
<br />O
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />0
<br />LIGHT POLE
<br />C
<br />GAS METER
<br />Euc
<br />ELECTRIC UNDERGROUND
<br />M
<br />A�I�
<br />©
<br />) `�'� �� L,i1�°'eJ���r
<br />-X-X-
<br />A
<br />POWER POLE
<br />s
<br />P
<br />IJ
<br />I II 111;
<br />���
<br />Q
<br />HAND HOLE
<br />E
<br />FIBER OPTIC UNDERGROUND
<br />SANITARY MANHOLE
<br />Q
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20
<br />10
<br />0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />CAST IRON MONUMENT
<br />WOE
<br />WALKOUT ELEVATION
<br />BITUMINOUS
<br />M
<br />CATCH BASIN
<br />FFE
<br />FIRST FLOOR ELEVATION
<br />-s-`-•`-
<br />BUILDING SETBACK LINE
<br />a
<br />FLARED END SECTION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />CTv
<br />CABLE TV
<br />(X
<br />GATE VALVE
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
<br />LOWEST OPENING ELEV.
<br />CONCRETE
<br />HYDRANT
<br />0
<br />CABLE TV PEDESTAL
<br />- 960
<br />_ CONTOUR EXISTING
<br />O
<br />SURVEY MONUMENT SET
<br />(]ELECTRIC
<br />TRANSFORMER
<br />sso CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />ELECTRIC MANHOLE
<br />-o -o -o -o
<br />-o- GUARD RAIL
<br />Q
<br />SURVEY CONTROL POINT
<br />O
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />0
<br />LIGHT POLE
<br />©
<br />GAS METER
<br />Euc
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />-X-X-
<br />FENCE
<br />POWER POLE
<br />Q
<br />HAND HOLE
<br />Fo
<br />FIBER OPTIC UNDERGROUND
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />SOIL BORING
<br />GAS
<br />-GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />OHu
<br />OVERHEAD UTILITY
<br />-T-
<br />SIGN
<br />972.5
<br />GROUND ELEVATION
<br />TREE DECIDUOUS
<br />"""""""""
<br />RAILROAD TRACKS
<br />STORM DRAIN
<br />O
<br />TELEPHONE MANHOLE
<br />>
<br />SANITARY SEWER
<br />MTELEPHONE
<br />PEDESTAL
<br />>>
<br />STORM SEWER
<br />sT
<br />STORM MANHOLE
<br />0_ -TRAFFIC
<br />SIGNAL
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />t�
<br />YARD LIGHT
<br />Qu
<br />UTILITY MANHOLE
<br />UT
<br />UTILITY UNDERGROUND
<br />❑A
<br />A/C UNIT
<br />\
<br />WELL
<br />❑u
<br />UTILITY PEDESTAL
<br />WATERMAIN
<br />TWP:118-RGE.023-SEC.35
<br />CERTIFICATE OF SURVEY
<br />FILE NO.
<br />Hennepin County
<br />5035-168
<br />ORONO, PREPARED FOR:
<br />MINNESOTA LDK BUILDERS, INC. �
<br />
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