|
f�
<br />j - ! 808.50
<br />�o
<br />rl
<br />l _.. •-IU----- - OHU
<br />I
<br />FIELD CREW
<br />JD, AT
<br />DRAWN
<br />JJA
<br />CHECKED
<br />DBP
<br />DATE
<br />3-14-2016
<br />W
<br />r7
<br />N89054'54"W 264.00 cPNL
<br />N
<br />FN !H aF\
<br />FLARED END SECTION
<br />06.x.;
<br />O
<br />ql ' IP
<br />_---1
<br />_,T
<br />10"
<br />30" W6 6„ 962.0 l0' - " 962.0
<br />962.8 962.1 %� 16" 962.0
<br />8„
<br />962.2
<br />z
<br />18"9572
<br />\ 960.3 59.9 J
<br />90o I
<br />W �
<br />10
<br />=0
<br />Ki
<br />~ cWn
<br />C)
<br />I
<br />x 9(24 I6" o
<br />- -- 962.2
<br />O L�
<br />14'
<br />959.8
<br />O
<br />--- 961.8 '< 961, U-)
<br />8
<br />w
<br />Z
<br />964.0 I
<br />J W
<br />C
<br />r- to
<br />the fence is located on.
<br />W W
<br />Sidewalk
<br />69 S.F.
<br />X972.5
<br />I
<br />TWPA 17 - RGE.23 - SEC.04
<br />1
<br />I
<br />�
<br />r--------'
<br />I
<br />I
<br />SW CORNER OF THE NW OF
<br />-
<br />OS #5 962.88
<br />THE SE OF SEC.4, T.117, R.23
<br />155 S.F.
<br />< _J
<br />X
<br />I
<br />Screen Porch
<br />= 186 S.F.
<br />o
<br />I
<br />i
<br />rl
<br />l _.. •-IU----- - OHU
<br />I
<br />FIELD CREW
<br />JD, AT
<br />DRAWN
<br />JJA
<br />CHECKED
<br />DBP
<br />DATE
<br />3-14-2016
<br />W
<br />W
<br />N89054'54"W 264.00 cPNL
<br />U
<br />FN !H aF\
<br />FLARED END SECTION
<br />06.x.;
<br />O V
<br />1,)1
<br />x 963.6 -
<br />963.` gr;
<br />963.6
<br />N I n -1 A A -7
<br />\ 963.5
<br />706
<br />963.320
<br />x 961.2
<br />x 9 60. 4 x 958.2
<br />\ 956.0
<br />0.7 WEST.AND 0 , S;_n T-- -
<br />r� EST: �,.r 962-� 962.8 < 9623 96x'.4
<br />1, 2-/-
<br />N89054'54"W 264.00 cPNL
<br />96 .5
<br />FN !H aF\
<br />FLARED END SECTION
<br />06.x.;
<br />-
<br />FiJD IP q�� 0 _ ,r'.,,
<br />ql ' IP
<br />_---1
<br />_,T
<br />10"
<br />30" W6 6„ 962.0 l0' - " 962.0
<br />962.8 962.1 %� 16" 962.0
<br />1,)1
<br />x 963.6 -
<br />963.` gr;
<br />963.6
<br />N I n -1 A A -7
<br />\ 963.5
<br />706
<br />963.320
<br />x 961.2
<br />x 9 60. 4 x 958.2
<br />\ 956.0
<br />0.7 WEST.AND 0 , S;_n T-- -
<br />r� EST: �,.r 962-� 962.8 < 9623 96x'.4
<br />1, 2-/-
<br />N89054'54"W 264.00 cPNL
<br />x 4 ss.8
<br />FN !H aF\
<br />FLARED END SECTION
<br />96.,. '�
<br />-
<br />FiJD IP q�� 0 _ ,r'.,,
<br />OHI;
<br />_---1
<br />_,T
<br />10"
<br />30" W6 6„ 962.0 l0' - " 962.0
<br />962.8 962.1 %� 16" 962.0
<br />8„
<br />962.2
<br />Y"_ 96� 9
<br />12" I 6" y 961,5
<br />! W963.6 I 964.0
<br />18"9572
<br />\ 960.3 59.9 J
<br />90o I
<br />SURVEY MONUMENT FOUND
<br />962.1
<br />`-'•6' 0
<br />�=24
<br />' TRACT 1
<br />X
<br />Fence ties are shown on the
<br />I
<br />x 9(24 I6" o
<br />- -- 962.2
<br />I
<br />x 963-8 14" M
<br />14'
<br />959.8
<br />I LL E
<br />--- 961.8 '< 961, U-)
<br />8
<br />9 62 i x
<br />964.0 I
<br />0
<br />956
<br />x '952.4
<br />>. 9-:
<br />o x 962 N I 1 A/ / A 961,7 i� F jT_ I I F I �� r- � 96L� \ ap 5;:, _.,
<br />o / - I O
<br />'n16 x 961.9 `t w z { -
<br />x 962.3 24" '961.8 x 961.7 IR` a 96 9 a \ J J
<br />W961.9 708 x
<br />96?.2 / j I 90, 1 Q
<br />Q I / I 961.,
<br />962.139 30" 1 �-----a � J ----- 55.77 - - - - - -- I <L I
<br />CPNL r, 1 60. x 956-9 w o
<br />o; 562. t
<br />96!.9 F ` I T- 7 W
<br />^ ; 89054 54"E 132.00 W t''
<br />L- -u e t_ I 11 ;q / � I I\ o 1, s h,G- - J z
<br />9 I T 90 0 91 t REv!OV,, , MAP I6" 1
<br />k% �n �n
<br />QQ���� 960.5
<br />1 900 963PLIT _� 962.7 co I ���L�- x 963.1 --\�
<br />BSBL BSBL BSBL BSBL SBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BadL 9'BL, BSBL MAP 16"
<br />►:' 9ci 6 958.5
<br />O / i \ g62.'S y. 962.8 � � 1 OS#2 OS#3 �; I
<br />O _ -yC 00 963.33962.24
<br />v
<br />N S89°54'54"E 132.00 °F-4.-6�- _ SCREEN �6�a.$ 965.8 n= rn o �� 1
<br />N I x c fit / 963.ose13 15 C PEX. PORCH 0 16.0 0^ -18.0 s�2 ,_ � W O T
<br />64 5 -
<br />r n
<br />-- - x
<br />------------- 965.8
<br />W 1 6.9 gg4#3 5' 8 X4.0 JI! 18.0 N ;95�F'
<br />15"
<br />s LOE X m G. r+� O
<br />962.6 I N
<br />m 3 N
<br />CO / 96 .6 - 960.3 � m
<br />gc^ /�
<br />L
<br />o m BFE= � �-.-MAP 8" -
<br />F- o x 61, 8 / 956.8 --' 958.6 �O =
<br />w z o 964.4 BcDUSE TO LOOKOUT O /
<br />MOVE
<br />_J -� "� 2660 FOX STREET I L0
<br />(6 Q_
<br />z U) x 53.2 "t 58 7m f 8 o
<br />M - --
<br />w SEP ! iC964.6, -� 7i
<br />- ---- - �C.47- \
<br />- ------ -- -----t------
<br />0
<br />_ � o
<br />�- �' o SHED
<br />W W --- - 964.2 � � � �
<br />z = 9 -m'------_- x 964.0 0 TOF=
<br />J F-
<br />V) -----
<br />%=
<br />M �I -----, 96 8 ..-makX963 � 965.8 965. BAS 42" 6 8� 0958.F m
<br />1 _ IQ,3. 1 33.5 -.. -.-960:1------------9 J - ` x 957.9
<br />lI ----------
<br />---- I OSi/5 GFE- 963.8 L 6\ M3 J
<br />! I 962.88 5. r 963.8 963.1 34 5 t STOOP 4
<br />m P'N 10"
<br />/0r m nF- c TI I r- r�r- _ / _ AP I°
<br />m9579 t-
<br />- m MAP��'E1 -y62.4 - ( - i ; __. OS#4 958.6 1
<br />V h'� -) -- 961.0 -�/ I I 1 F] L_ i L y -_ L �960.3Q
<br />•
<br />I MAP 14"
<br />`\ (PRIMAR',') -- - -----_ 969.0 - - - - - -- m -
<br />:Zn
<br />i_ SOUTH LINE OF THE NW 4 OF
<br />L
<br />0 , LO
<br />F- F- 71 T to h - 7 �) r� THE SE ' OF SEC.4, T.I17, R.23 ci
<br />y y ,A �� x 949-5
<br />M 6 �22d PIN 12
<br />-30-- - 5 95§-! PIN 8" i 960.3 960.8
<br />W959.8 PRCPt,�Eu; �t --30 -
<br />r TRACT 2
<br />m BI t vl: UUa. 1 1
<br />956 r - - m --------- ��DR1VEt^aA P i / 956.8
<br />958.6 I \ x 95 MAP 10"
<br />r - u5�8 9 i5 956.1 L - -
<br />F-. BSBL BSBL_ BSBL BSBL BSBL BSBL SBL B�L�� BS L, G3SBC BSL oBSBL BSBL BSBL BSB Q58 BSBL BSBL BSBL BSBL L1
<br />' StPTi� n1� j 5? \\t.. 958.4 x _T
<br />i J �, r � , I
<br />1 r rCEI MAP 14"
<br />MAP 14" 957.5-
<br />;' 956.7 ! _ KI A%16"
<br />7 a C
<br />x 955-3 ( /l
<br />952.7 !'
<br />X554.2 _
<br />1 p Qy 7 / 957.; MAP 22"
<br />9J6.2 I x
<br />---__ x 956.9 I , y 957.0 I 957.2
<br />CONCRETE
<br />' I / WASHOUT I `,
<br />MAP 36" WIL 25"- - I f ✓ AREA I
<br />952.4
<br />MAP 14" 2
<br />----955.9
<br />I
<br />J x 954.1 x 955.8 956-I 1 I �� 3
<br />\ ti
<br />-,.
<br />- rND, Z' 15:,,51,, 95 47.
<br />955.1 954.9 J_M
<br />4
<br />F o�N89b54'5o4"W 264.00 -'_'r 945.7
<br />- --
<br />- -..-- _--- 953.380
<br />-- o
<br />------
<br />OCK BERM CPNL -- - - - -- �---
<br />o ENTRANCE
<br />FOX STREET
<br />OHU OHU -- UHU---
<br />01,
<br />: Hu - - --- o a-----
<br />OHu OHC / OHU OHI-
<br />GANDER
<br />ROAD
<br />NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 />1 EMW 6/15/2017 ADDED PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. FLS I SURL
<br />2 EMW 7/24/2017 STAKED OFFSETS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 15th ay of M, 2016. O o
<br />3 DZB 8/4/2017 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND �u % ' I `� �
<br />CO
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , m
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� C N ��
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES11
<br />RESULTING FROM ILLEGITIMATE USE. David B. Pemberton PLS Minnesota License No. 40344
<br />FRS
<br />- pemberton@sathre.com Pip
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />TRACT 1:
<br />That part of the West one-half of the Southeast quarter of Section 4, Township 117, Range 23, described as commencing at a point on the West line of said
<br />West one-half of the Southeast Quarter, distant 103 feet North from the Southwest corner of the Northwest Quarter of the Southeast Quarter of said Section 4;
<br />thence East, at right angles to said West line 808.5 feet; thence South, parallel to said West line, 55 feet to the point of beginning; thence East, at right angles
<br />to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet;
<br />thence South, parallel to said West line, 163.5 feet; thence West at right angles to said last described parallel line, 264 feet; thence North, parallel to said West
<br />line, 147 feet to the point of beginning.
<br />TRACT 2:
<br />That part of the Northwest Quarter of the Southeast Quarter, Section 4, Township 117, Range 23, described as commencing at a point on the West line of said
<br />Northwest Quarter of the Southeast Quarter distant 103 feet North from the Southwest corner of said Northwest Quarter of the Southeast Quarter; thence
<br />East, at right angles to said West line, 808.5 feet to the actual point of beginning; thence South, parallel to said West line, 55 feet; thence East at right angles
<br />to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet;
<br />thence North, parallel to said West line 38.5 feet; thence West, at right angles to said last mentioned parallel line, 264 feet to the actual point of beginning.
<br />1) Site Address: 2660 Fox St, Orono, MN 55391
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2 annual chance floodplain) per Flood Insurance
<br />Rate Map, Community Panel No. 270178 0304 E, effective date of September 2, 2004.
<br />3) Parcel Area Information: Gross Area: 53,328 s.f. - 1.224 acres
<br />4) Benchmark: Elevations are based on Hennepin County Control Point Station Name: Andrew which has an elevation of. 938.15 feet (NAVD88).
<br />5) Zoning Information: The current Zoning for the subject property is RR -I B (One Family Rural Residential - 2 acres) per the City of Orono's zoning
<br />map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found
<br />on their web site on the date of March 14, 2016 and are as follows:
<br />Principal Structure Setbacks - Front: 50 feet; Side: 30 feet; Rear: 50 feet
<br />Height: 2 z, 30 feet
<br />Stormwater Quality Overlay District Tier: Exempt
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such
<br />amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for
<br />the current restrictions for this site.
<br />6) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities
<br />before commencing work. He agrees to be fiilly responsible for any and all damages arising out of his failure to exactly locate and preserve any and all
<br />existing utilities.
<br />7) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />10) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted
<br />hereon.
<br />11) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />12) Verify sanitary service invert prior to any concrete work.
<br />Proposed Elevations Asbuilt Elevations
<br />Proposed Garage Floor Elevation = 963.4 (2' DROP) Asbuilt Garage Floor Elevation = 963.1 + 0.33 = 963.4 (Not Poured)
<br />Proposed Top of Foundation Elevation = 965.7 Asbuilt Top of Foundation Elevation = 965.8
<br />Proposed Look Out Elevation = 960.2 Asbuilt Basement Floor Elevation = 960.3
<br />Proposed Basement Floor Elevation = 957.0 Asbuilt Lookout Opening Elevation = 956.8 + 0.33 = 957.1 (Not Poured)
<br />-
<br />1, 2-/-
<br />--
<br />CATCH BASIN
<br /><
<br />FLARED END SECTION
<br />OHU
<br />OHG
<br />OHI;
<br />_---1
<br />GANDER
<br />ROAD
<br />NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 />1 EMW 6/15/2017 ADDED PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. FLS I SURL
<br />2 EMW 7/24/2017 STAKED OFFSETS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 15th ay of M, 2016. O o
<br />3 DZB 8/4/2017 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND �u % ' I `� �
<br />CO
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , m
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� C N ��
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES11
<br />RESULTING FROM ILLEGITIMATE USE. David B. Pemberton PLS Minnesota License No. 40344
<br />FRS
<br />- pemberton@sathre.com Pip
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />TRACT 1:
<br />That part of the West one-half of the Southeast quarter of Section 4, Township 117, Range 23, described as commencing at a point on the West line of said
<br />West one-half of the Southeast Quarter, distant 103 feet North from the Southwest corner of the Northwest Quarter of the Southeast Quarter of said Section 4;
<br />thence East, at right angles to said West line 808.5 feet; thence South, parallel to said West line, 55 feet to the point of beginning; thence East, at right angles
<br />to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet;
<br />thence South, parallel to said West line, 163.5 feet; thence West at right angles to said last described parallel line, 264 feet; thence North, parallel to said West
<br />line, 147 feet to the point of beginning.
<br />TRACT 2:
<br />That part of the Northwest Quarter of the Southeast Quarter, Section 4, Township 117, Range 23, described as commencing at a point on the West line of said
<br />Northwest Quarter of the Southeast Quarter distant 103 feet North from the Southwest corner of said Northwest Quarter of the Southeast Quarter; thence
<br />East, at right angles to said West line, 808.5 feet to the actual point of beginning; thence South, parallel to said West line, 55 feet; thence East at right angles
<br />to said parallel line, 132 feet; thence North, parallel to said West line, 16.5 feet; thence East, at right angles to said last described parallel line, 132 feet;
<br />thence North, parallel to said West line 38.5 feet; thence West, at right angles to said last mentioned parallel line, 264 feet to the actual point of beginning.
<br />1) Site Address: 2660 Fox St, Orono, MN 55391
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2 annual chance floodplain) per Flood Insurance
<br />Rate Map, Community Panel No. 270178 0304 E, effective date of September 2, 2004.
<br />3) Parcel Area Information: Gross Area: 53,328 s.f. - 1.224 acres
<br />4) Benchmark: Elevations are based on Hennepin County Control Point Station Name: Andrew which has an elevation of. 938.15 feet (NAVD88).
<br />5) Zoning Information: The current Zoning for the subject property is RR -I B (One Family Rural Residential - 2 acres) per the City of Orono's zoning
<br />map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found
<br />on their web site on the date of March 14, 2016 and are as follows:
<br />Principal Structure Setbacks - Front: 50 feet; Side: 30 feet; Rear: 50 feet
<br />Height: 2 z, 30 feet
<br />Stormwater Quality Overlay District Tier: Exempt
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such
<br />amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for
<br />the current restrictions for this site.
<br />6) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities
<br />before commencing work. He agrees to be fiilly responsible for any and all damages arising out of his failure to exactly locate and preserve any and all
<br />existing utilities.
<br />7) Must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks.
<br />9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />10) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted
<br />hereon.
<br />11) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />12) Verify sanitary service invert prior to any concrete work.
<br />Proposed Elevations Asbuilt Elevations
<br />Proposed Garage Floor Elevation = 963.4 (2' DROP) Asbuilt Garage Floor Elevation = 963.1 + 0.33 = 963.4 (Not Poured)
<br />Proposed Top of Foundation Elevation = 965.7 Asbuilt Top of Foundation Elevation = 965.8
<br />Proposed Look Out Elevation = 960.2 Asbuilt Basement Floor Elevation = 960.3
<br />Proposed Basement Floor Elevation = 957.0 Asbuilt Lookout Opening Elevation = 956.8 + 0.33 = 957.1 (Not Poured)
<br />-
<br />1, 2-/-
<br />ID
<br />CATCH BASIN
<br /><
<br />FLARED END SECTION
<br />I`
<br />X
<br />GUY WIRE
<br />_,T
<br />HYDRANT
<br />ER RUN
<br />IProposed
<br />LNGDON
<br />SURVEY MONUMENT FOUND
<br />Impervious
<br />Coverage
<br />cc
<br />X
<br />Fence ties are shown on the
<br />Offset Irons
<br />Lot Area
<br />= 53,328 S.F.
<br />CO
<br />I LL E
<br />side of the boundary line that
<br />(elevations are to the top of pipe)
<br />House
<br />= 3,050 S.F.
<br />C
<br />X�
<br />the fence is located on.
<br />OS #1= 963.34 OS #2= 963.33
<br />Sidewalk
<br />69 S.F.
<br />X972.5
<br />I
<br />TWPA 17 - RGE.23 - SEC.04
<br />OS #4= 960.30 OS #3= 962.24
<br />Bit. Driveway
<br />= 2,306 S.F.
<br />=
<br />-
<br />N
<br />-
<br />OS #5 962.88
<br />Concrete Stoop
<br />155 S.F.
<br />< _J
<br />X
<br />I
<br />Screen Porch
<br />= 186 S.F.
<br />o
<br />o z
<br />Total Area
<br />= 5,766 S.F.
<br />UJ 5
<br />Coverage= 10.81%
<br />Y
<br />tcO,x), I
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />L
<br />CAST IRON MONUMENT
<br />ID
<br />CATCH BASIN
<br /><
<br />FLARED END SECTION
<br />I`
<br />GATE VALVE
<br />GUY WIRE
<br />_,T
<br />HYDRANT
<br />ER RUN
<br />FFR ��
<br />LNGDON
<br />SURVEY MONUMENT FOUND
<br />Q
<br />SURVEY CONTROL POINT
<br />TR. F
<br />�N
<br />R WILLOW
<br />yr
<br />V
<br />I
<br />- >
<br />SANITARY CLEANOUT
<br />N
<br />SIGN
<br />�! DR.
<br />GROUND ELEVATION
<br />C
<br />STORM DRAIN
<br />sT
<br />c�>
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<br />YARD LIGHT
<br />X972.5
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<br />TWPA 17 - RGE.23 - SEC.04
<br />3'
<br />0
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<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />L
<br />CAST IRON MONUMENT
<br />ID
<br />CATCH BASIN
<br /><
<br />FLARED END SECTION
<br />I`
<br />GATE VALVE
<br />GUY WIRE
<br />_,T
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />•
<br />SURVEY MONUMENT FOUND
<br />Q
<br />SURVEY CONTROL POINT
<br />LIGHT POLE
<br />c0_3
<br />POWER POLE
<br />SANITARY MANHOLE
<br />- >
<br />SANITARY CLEANOUT
<br />-.
<br />SIGN
<br />972-F
<br />x
<br />GROUND ELEVATION
<br />0
<br />STORM DRAIN
<br />sT
<br />STORM MANHOLE
<br />W'
<br />YARD LIGHT
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />TWPA 17 - RGE.23 - SEC.04
<br />tcO,x), I
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />L
<br />A/C UNIT
<br />ID
<br />CABLE TV PEDESTAL
<br />ELECTRIC TRANSFORMER
<br />ELECTRIC MANHOLE
<br />ELECTRIC METER
<br />_,T
<br />GAS METER
<br />GAS VALVE
<br />-°-° °-
<br />GUARD RAIL
<br />F:=
<br />HAND HOLE
<br />SOIL BORING
<br />H'-
<br />TREE CONIFEROUS
<br />TREE DECIDUOUS
<br />- >
<br />TELEPHONE MANHOLE
<br />-.
<br />TELEPHONE PEDESTAL
<br />T-1,
<br />TRAFFIC SIGNAL
<br />_9
<br />UTILITY MANHOLE
<br />El
<br />UTILITY PEDESTAL
<br />W'
<br />WELL
<br />BITUMINOUS
<br />aSE' BSBL BUILDING SETBACK LINE
<br />Project City: Orono FOUNDATION ASBUILT
<br />Hennepin County RECEIVED
<br />0G] 1 1 a i i PREPARED FOR:
<br />CITY OFORONO ZEHNDER HOMES
<br />FILE NO.
<br />99595-058
<br />1
<br />1
<br />2-U(OD W 5fYW
<br />,w o - w7oo - FUurWl m_ M-
<br />'
<br />CABLE TV
<br />CONCRETE CURB
<br />CONCRETE
<br />CONTOUR EXISTING
<br />CONTOUR PROPOSED
<br />_,T
<br />DRAIN TILE
<br />ELECTRIC UNDERGROUND
<br />' --
<br />FENCE
<br />F:=
<br />FIBER OPTIC UNDERGROUND
<br />GAS UNDERGROUND
<br />H'-
<br />OVERHEAD UTILITY
<br />RAILROAD TRACKS
<br />- >
<br />- SANITARY SEWER
<br />,,__ __
<br />--.- STORM SEWER
<br />T-1,
<br />TELEPHONE UNDERGROUND
<br />U L
<br />UTILITY UNDERGROUND
<br />- 1
<br />WATERMAIN
<br />Project City: Orono FOUNDATION ASBUILT
<br />Hennepin County RECEIVED
<br />0G] 1 1 a i i PREPARED FOR:
<br />CITY OFORONO ZEHNDER HOMES
<br />FILE NO.
<br />99595-058
<br />1
<br />1
<br />2-U(OD W 5fYW
<br />,w o - w7oo - FUurWl m_ M-
<br />'
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