|
GAS
<br />VALVE
<br />GAS >a
<br />Ate, .Y
<br />d55 5
<br />454
<br />871.7 z '_
<br />Xg71.1
<br />X 872.6
<br />X
<br />X
<br />-, X 987
<br />X q87
<br />P]
<br />X1005.3
<br />' Xg70.8
<br />,X c172.4
<br />€` v :
<br />°(371.8s X871.2 \ X872.1 \ XgB�.g i i i If 1005.1
<br />1
<br />kk
<br />X476.8 is
<br />FOUND 1/2'x-X871.4.IRON PIPE t av_"�` X873.5 � X875.2 € X�81.� _ � _
<br />(371.1 ;' ; FQUND I/=2 I
<br />971.7 ... r -- FOUND I/2
<br />1 ! g7!.4xr r` t IRAN t`PP--' X1005.1
<br />t --FOUND Ill
<br />r. 1.� IRAN PIPE {' }` {` _
<br />SIGN - \ I y{ IRON PIPE c0 ? FOUND IRON PIPE
<br />} {. X10013
<br />r (0.2"W, 0.rN OF COR-)
<br />c} g
<br />g715X cJ25.00 880.6 i
<br />N89 21'23"EX
<br />f _._ - -
<br />_
<br />101.41
<br />- 1 X 1004.8
<br />_..; _ POOL &OUIP. -"X q8kI001.2
<br />`
<br />f
<br />I
<br />i `
<br />A
<br />33:
<br />' ' r
<br />f r ;
<br />X10 4.7
<br />X'(381.2 ___....
<br />a3 O i:� `''/ ..%'" r'"` _ _., _._w�..,«-.._._ - .• .,--�` „ ,« f! % f -i' r Vis` I { p38
<br />X C1
<br />Y`
<br />,. .. ,
<br />k 1 1
<br />{
<br />q7 3
<br />Xg68,
<br />r
<br />,lJt"
<br />i
<br />�+ r
<br />.„.,.,�-"" Sad / rrr i � t O fI� t� ?
<br />SE.V✓ lJt r' i X gO (3.7 O _
<br />X870.3 ? /i r"' / ✓
<br />\
<br />41 ',.. 985.7( �1fV
<br />s F t
<br />}
<br />r
<br />{ I�sg8q.
<br />P ,..
<br />99 .
<br />O
<br />f ,X 868.0
<br />\ i \ �� < .M y .✓ I i i / r'' \ \ 10032
<br />i
<br />r:
<br />X971,5 / r''
<br />X46g.g 871.8 ?C(381 I 8
<br />,l' i ,. -_.._ _. '' ...-„'"�� p +g8g 6 I��-...,.-... Xgg0.2 9 Ii
<br />99 X1005.8
<br />aA "._ 0'h
<br />j' 871.5' .r % gag - X99 - 0 REAR `SETBACK c \oo \ 1
<br />L f \ 907,.
<br />TP 1 r / \ 1
<br />X 871.2
<br />,
<br />a
<br />I.q
<br />c
<br />0.3-
<br />pgy
<br />\0 / o R /�\ �: .•'� coo \ X1007.3
<br />i X017 ,\ `' '` '} i ; ZI 6 N �,. ry UQ'� (j. 000'8 I00k.3 /POUN I° /J;r
<br />} C co \ \: ,` \ i \ ��' �-WALK-OUT 2t8 998 ���0 (;, \000' 1 RON PIPE f=`
<br />ELEV=gg1.0 / s
<br />t
<br />IV
<br />i x EXISTING BUILDING / \0
<br />�.i,, � 6 i `13• Vis.. �- \` ,
<br />-1001.2 /-ROOF ELEV (MEASUREMENTS TO
<br />t \ (373.5X... ,ray ? i z, i '1 o+ ag1.0 1 =1023.7 FOUNDATION EXTERIOR)
<br />1 --FLOOR ELEV02
<br />a8 X
<br />X 43A =1001.5 - % 2 00,'
<br />I 1.8
<br />I mow; %.. f1
<br />i4
<br />7 x 82{7
<br />x873.7 J '. \ / �NF/ \Q {
<br />` \ \ X88(35
<br />9 9p ;
<br />iT/ I
<br />O
<br />\ i, -`�• € -A��; i i 3 I q / / _:{- cr. � 00,8 i i � I`
<br />5 f / I o
<br />1 1 .4�. 4
<br />8
<br />i} t 9
<br />1 �i
<br />i Q
<br />i
<br />l
<br />i t � •R
<br />x \ o-
<br />O
<br />,
<br />' g72.3i ,
<br />,
<br />X-g7�.3 \ o i} r;, I .'fir / 0 �f 10005 g> 9
<br />I ! �L / „ 9 r `, 9 0.a. _
<br />X(3(30.5 h 9 � 9 a i
<br />\ Xq7 .7 j / 0 9 9 f,
<br />i Xg76.\.. /✓ \ \0 1000.q / I
<br />iXqql.
<br />t 475.8 00 X10
<br />\ I X1000.2
<br />(3vi oa ]
<br />1 X g4,11.5 ft / g9�i a ?
<br />t
<br />'X 73.1 \' \ \ X ... Q p 4j,
<br />X1000.3
<br />3
<br />Lo
<br />x1000.7 / o t •",
<br />t\
<br />' \ Q774 \ \ XggO. jSO' J 988.6\
<br />\ r
<br />FRQ \T l
<br />t
<br />I? ', X1001.5Qj
<br />`.
<br />PVI000.1 001.2x` CK/ o
<br />6.0 \ o
<br />X 87;� \Z { , tl/....,.\ "`,..\`
<br />1000.3
<br />\ X 988.8
<br />5Zg8 6
<br />1\ 0 1 i
<br />,
<br />, t
<br />\
<br />,,\ y x886.1 \ / \ -4 `PVC
<br />\ \
<br />t t i v , U ..
<br />X P
<br />ops
<br />9 k
<br />�� ,., �, ,;' 1 \ 978.4 \� s�, Av \� ~1 919 v �\ �0 9 � 1000.6 ACP
<br />\\ `' \ \M E g47.7 �h o
<br />�o� �� g, `� �\ 91 � /l 9g8.e. x10824 Q
<br />\
<br />Xg77,6 X1001.4
<br />t \ / 3' X1002-6'
<br />" ti ~\ \ O \0
<br />'CA .� EASEMENT PEf� i � ,�i \ t�'- \ � �`� ~. y. '`X,ggB:X p i
<br />9
<br />_ .. _ i�, � ,. X (381.0 � �,.
<br />[10 0, N,O. X56 331. ,z 0Y
<br />\�
<br />O C
<br />\ k
<br />--- x48,4. `y \ \ , / ` °' ` qq5"8 age"I f 'd0
<br />„.,,"
<br />o29 8(38.4
<br />S` q 2
<br />120. 00
<br />,
<br />+ i
<br />o
<br />�E s L✓' t
<br />Xg80.4`, 2t
<br />i X g7 \
<br />\ i \ 9� o
<br />,�4 .� \
<br />\
<br />ti
<br />`a� \
<br />x884.6 ' X q87 5
<br />00q.1
<br />z
<br />0 F\ � ��'/V,Q, 7- ., �� . , � ` •....r � � � ' \ 03.5
<br />_ \
<br />FL
<br />ETRICt`AS�M NT v
<br />1 \ \ \\. 's\ \ �\ \t \ \ \ ~`•. 84:2 X9(30.0
<br />\ \ 882.6
<br />i t PER
<br />�CC VI/ 7 43.0 i , :1 >, ig3 03
<br />ti v ~vimv y
<br />(Ni qql,l
<br />a 9 ~
<br />O,", ' ,v v9
<br />987.7 rL� �
<br />Il /t i ��
<br />hJrI it \\,,
<br />\ v 1
<br />LEGEND:
<br />ur
<br />ou
<br />i
<br />4
<br />?
<br />`t
<br />1
<br />I
<br />°
<br />TELEPHONE PEDESTAL
<br />O
<br />i
<br />47L5
<br />SANITARY CLEANOUT
<br />INITIAL ISSUE
<br />�
<br />HOUSE
<br />d
<br />I
<br />...syph
<br />CABLE TV PEDESTAL
<br />(LYING OUTSIDE PRIVATE ROAD EASEMENT)
<br />C}
<br />AC
<br />AIR CONDITIONER
<br />WALLS
<br />WATER WELL
<br />EM
<br />ELECTRIC METER
<br />0
<br />D
<br />27
<br />�.
<br />ELECTRIC PEDESTAL
<br />MB
<br />MAIL BOX
<br />PARCEL MINUS ROAD EASEMENT
<br />GAS
<br />VALVE
<br />GAS >a
<br />Ate, .Y
<br />d55 5
<br />454
<br />871.7 z '_
<br />Xg71.1
<br />X 872.6
<br />X
<br />X
<br />-, X 987
<br />X q87
<br />P]
<br />X1005.3
<br />' Xg70.8
<br />,X c172.4
<br />€` v :
<br />°(371.8s X871.2 \ X872.1 \ XgB�.g i i i If 1005.1
<br />1
<br />kk
<br />X476.8 is
<br />FOUND 1/2'x-X871.4.IRON PIPE t av_"�` X873.5 � X875.2 € X�81.� _ � _
<br />(371.1 ;' ; FQUND I/=2 I
<br />971.7 ... r -- FOUND I/2
<br />1 ! g7!.4xr r` t IRAN t`PP--' X1005.1
<br />t --FOUND Ill
<br />r. 1.� IRAN PIPE {' }` {` _
<br />SIGN - \ I y{ IRON PIPE c0 ? FOUND IRON PIPE
<br />} {. X10013
<br />r (0.2"W, 0.rN OF COR-)
<br />c} g
<br />g715X cJ25.00 880.6 i
<br />N89 21'23"EX
<br />f _._ - -
<br />_
<br />101.41
<br />- 1 X 1004.8
<br />_..; _ POOL &OUIP. -"X q8kI001.2
<br />`
<br />f
<br />I
<br />i `
<br />A
<br />33:
<br />' ' r
<br />f r ;
<br />X10 4.7
<br />X'(381.2 ___....
<br />a3 O i:� `''/ ..%'" r'"` _ _., _._w�..,«-.._._ - .• .,--�` „ ,« f! % f -i' r Vis` I { p38
<br />X C1
<br />Y`
<br />,. .. ,
<br />k 1 1
<br />{
<br />q7 3
<br />Xg68,
<br />r
<br />,lJt"
<br />i
<br />�+ r
<br />.„.,.,�-"" Sad / rrr i � t O fI� t� ?
<br />SE.V✓ lJt r' i X gO (3.7 O _
<br />X870.3 ? /i r"' / ✓
<br />\
<br />41 ',.. 985.7( �1fV
<br />s F t
<br />}
<br />r
<br />{ I�sg8q.
<br />P ,..
<br />99 .
<br />O
<br />f ,X 868.0
<br />\ i \ �� < .M y .✓ I i i / r'' \ \ 10032
<br />i
<br />r:
<br />X971,5 / r''
<br />X46g.g 871.8 ?C(381 I 8
<br />,l' i ,. -_.._ _. '' ...-„'"�� p +g8g 6 I��-...,.-... Xgg0.2 9 Ii
<br />99 X1005.8
<br />aA "._ 0'h
<br />j' 871.5' .r % gag - X99 - 0 REAR `SETBACK c \oo \ 1
<br />L f \ 907,.
<br />TP 1 r / \ 1
<br />X 871.2
<br />,
<br />a
<br />I.q
<br />c
<br />0.3-
<br />pgy
<br />\0 / o R /�\ �: .•'� coo \ X1007.3
<br />i X017 ,\ `' '` '} i ; ZI 6 N �,. ry UQ'� (j. 000'8 I00k.3 /POUN I° /J;r
<br />} C co \ \: ,` \ i \ ��' �-WALK-OUT 2t8 998 ���0 (;, \000' 1 RON PIPE f=`
<br />ELEV=gg1.0 / s
<br />t
<br />IV
<br />i x EXISTING BUILDING / \0
<br />�.i,, � 6 i `13• Vis.. �- \` ,
<br />-1001.2 /-ROOF ELEV (MEASUREMENTS TO
<br />t \ (373.5X... ,ray ? i z, i '1 o+ ag1.0 1 =1023.7 FOUNDATION EXTERIOR)
<br />1 --FLOOR ELEV02
<br />a8 X
<br />X 43A =1001.5 - % 2 00,'
<br />I 1.8
<br />I mow; %.. f1
<br />i4
<br />7 x 82{7
<br />x873.7 J '. \ / �NF/ \Q {
<br />` \ \ X88(35
<br />9 9p ;
<br />iT/ I
<br />O
<br />\ i, -`�• € -A��; i i 3 I q / / _:{- cr. � 00,8 i i � I`
<br />5 f / I o
<br />1 1 .4�. 4
<br />8
<br />i} t 9
<br />1 �i
<br />i Q
<br />i
<br />l
<br />i t � •R
<br />x \ o-
<br />O
<br />,
<br />' g72.3i ,
<br />,
<br />X-g7�.3 \ o i} r;, I .'fir / 0 �f 10005 g> 9
<br />I ! �L / „ 9 r `, 9 0.a. _
<br />X(3(30.5 h 9 � 9 a i
<br />\ Xq7 .7 j / 0 9 9 f,
<br />i Xg76.\.. /✓ \ \0 1000.q / I
<br />iXqql.
<br />t 475.8 00 X10
<br />\ I X1000.2
<br />(3vi oa ]
<br />1 X g4,11.5 ft / g9�i a ?
<br />t
<br />'X 73.1 \' \ \ X ... Q p 4j,
<br />X1000.3
<br />3
<br />Lo
<br />x1000.7 / o t •",
<br />t\
<br />' \ Q774 \ \ XggO. jSO' J 988.6\
<br />\ r
<br />FRQ \T l
<br />t
<br />I? ', X1001.5Qj
<br />`.
<br />PVI000.1 001.2x` CK/ o
<br />6.0 \ o
<br />X 87;� \Z { , tl/....,.\ "`,..\`
<br />1000.3
<br />\ X 988.8
<br />5Zg8 6
<br />1\ 0 1 i
<br />,
<br />, t
<br />\
<br />,,\ y x886.1 \ / \ -4 `PVC
<br />\ \
<br />t t i v , U ..
<br />X P
<br />ops
<br />9 k
<br />�� ,., �, ,;' 1 \ 978.4 \� s�, Av \� ~1 919 v �\ �0 9 � 1000.6 ACP
<br />\\ `' \ \M E g47.7 �h o
<br />�o� �� g, `� �\ 91 � /l 9g8.e. x10824 Q
<br />\
<br />Xg77,6 X1001.4
<br />t \ / 3' X1002-6'
<br />" ti ~\ \ O \0
<br />'CA .� EASEMENT PEf� i � ,�i \ t�'- \ � �`� ~. y. '`X,ggB:X p i
<br />9
<br />_ .. _ i�, � ,. X (381.0 � �,.
<br />[10 0, N,O. X56 331. ,z 0Y
<br />\�
<br />O C
<br />\ k
<br />--- x48,4. `y \ \ , / ` °' ` qq5"8 age"I f 'd0
<br />„.,,"
<br />o29 8(38.4
<br />S` q 2
<br />120. 00
<br />,
<br />+ i
<br />o
<br />�E s L✓' t
<br />Xg80.4`, 2t
<br />i X g7 \
<br />\ i \ 9� o
<br />,�4 .� \
<br />\
<br />ti
<br />`a� \
<br />x884.6 ' X q87 5
<br />00q.1
<br />z
<br />0 F\ � ��'/V,Q, 7- ., �� . , � ` •....r � � � ' \ 03.5
<br />_ \
<br />FL
<br />ETRICt`AS�M NT v
<br />1 \ \ \\. 's\ \ �\ \t \ \ \ ~`•. 84:2 X9(30.0
<br />\ \ 882.6
<br />i t PER
<br />�CC VI/ 7 43.0 i , :1 >, ig3 03
<br />ti v ~vimv y
<br />(Ni qql,l
<br />a 9 ~
<br />O,", ' ,v v9
<br />987.7 rL� �
<br />Il /t i ��
<br />hJrI it \\,,
<br />\ v 1
<br />LEGEND:
<br />ur
<br />ou
<br />0
<br />FOUND MONUMENT
<br />°
<br />TELEPHONE PEDESTAL
<br />O
<br />SET 112" IRON PIPE
<br />Co
<br />SANITARY CLEANOUT
<br />INITIAL ISSUE
<br />MARKED RLS NO. 25718
<br />HOUSE
<br />SANITARY MANHOLE
<br />Tv
<br />CABLE TV PEDESTAL
<br />(LYING OUTSIDE PRIVATE ROAD EASEMENT)
<br />HYDRANT
<br />AC
<br />AIR CONDITIONER
<br />WALLS
<br />WATER WELL
<br />EM
<br />ELECTRIC METER
<br />wM
<br />WATER METER
<br />Ep
<br />ELECTRIC PEDESTAL
<br />MB
<br />MAIL BOX
<br />PARCEL MINUS ROAD EASEMENT
<br />LIGHT POLE
<br />X g50.O
<br />SPOT ELEVATION
<br />PRIVATE DRIVE PAVEMENT
<br />GUY WIRE
<br />(LYING WITHIN TRACT H)
<br />CONIFEROUS TREE
<br />-0-
<br />POWER POLE
<br />T '
<br />52.7%
<br />CITY REVISIONS
<br />GAS MANHOLE
<br />DECIDUOUS TREE
<br />cn
<br />GAS METER
<br />'
<br />ur
<br />1230
<br />ur
<br />ou
<br />ou
<br />UG
<br />UG
<br />FROM THE CENTERLINE OF THE PRIVATE ROAD.
<br />EXISTING AREAS
<br />-X-X-
<br />X
<br />INITIAL ISSUE
<br />1230
<br />UNDERGROUND TELEPHONE
<br />OVERHEAD UTILITY
<br />UNDERGROUND GAS
<br />SANITARY SEWER
<br />FENCE
<br />CURB [TYPICAL]
<br />CONTOURS
<br />CALL BEFORE YOU DIG!
<br />Gopher State One Call
<br />V TWIN CITY AREA: 651-454-0002
<br />TOLLFREE: 1-800-252-1166
<br />LEGAL DESCRIPTION:
<br />Tract H, Registered Land Survey No. 1098, Hennepin County,
<br />Minnesota.
<br />The boundary line; of which have been established by Judicial
<br />Landmarks as shown on Plat of Survey and certification as to
<br />location thereof filed October 29,1963 in Torrens Case No.
<br />1 5271 , in District Court, Fourt Judicial District, Hennepin
<br />County, Minnesota. (Per Certificate of Title No. 1389468)
<br />AREA:
<br />TRACT H PARCEL AREA = 65,685 SQ. FT. = 1.51 ACRES
<br />AREA SUBJECT ROAD EASEMENT = 15,485 SQ.FT. = 0.36 ACRES
<br />PARCEL MINUS ROAD EASEMENT = 50,200 SQ. FT. = 1 .1 5 ACRES
<br />TITLE NOTES:
<br />1 . Subject to grant of non-exclusive easement for private road per
<br />Doc. No. T835058, and T852176.
<br />2. Subject to Agreement per Doc. No. 851950.
<br />3. Subject to NSP Easement per Doc. No. T856330.
<br />4. Subject to Minneapolis Gas Company Easement per Doc No.
<br />T856331.
<br />*All easements and agreements shown per Certificate of Title No.
<br />1389468. Additional easements of which we are unaware may
<br />exist.
<br />BENCHMARKS
<br />ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE
<br />MNDOT GEODETIC WEBSITE. SURVEY DISK 2713 F WITH AN
<br />ELEVATION OF 979.83 WAS USED TO ESTABLISH VERTICAL
<br />CONTROL FOR THIS SURVEY (NAVD 88)
<br />SURVEY NOTES:
<br />1 . BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE
<br />HENNEPIN COUNTY SURVEYORS OFFICE.
<br />2. UNDERGROUND UTILITIES SHOWN PER VISIBLE FEATURES AND
<br />AS-BUILTS PLANS PROVIDED BY THE CITY OF ORONO.
<br />3. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC,
<br />ETC. NOT SHOWN OR LOCATED.
<br />4. NO JUDICIAL LANDMARKS FOUND.
<br />FLOOD INFORMATION:
<br />BY GRAPHIC PLOTTING, THIS PROPERTY IS WITHIN ZONE "X" OF
<br />FLOOD INSURANCE RATE MAI', COMMUNITY PANEL NO.
<br />270760306E WITH AN EFFEC'T!VE DATE OF SEPTEMBER 2, 2004.
<br />ZONING & SETBACK
<br />*ALL ZONING AND SETBACK INFO PER EMAIL FROMK MELANIE
<br />CURTIS, PLANNER CITY OF ORONO ON APRIL 22, 201 S.
<br />ZONING: RR -1 B
<br />SETBACKS:
<br />FRONT/STREET: 50 FEET
<br />SIDE: 30 FEET
<br />REAR: 50 FEET
<br />*FRONT SETBACK SHOULD BE MEASURED
<br />FROM A POINT 25 FEET
<br />FROM THE CENTERLINE OF THE PRIVATE ROAD.
<br />EXISTING AREAS
<br />05-08-15
<br />INITIAL ISSUE
<br />(IN SQ. FT.)
<br />HOUSE
<br />2644
<br />BITUMINOUS DRIVE
<br />3723
<br />(LYING OUTSIDE PRIVATE ROAD EASEMENT)
<br />CONCRETE
<br />187
<br />WALLS
<br />448
<br />STONE SURFACE
<br />1 256
<br />BUILDING OVERHANG
<br />305
<br />(COVERING PERVIOUS AREAS ONLY)
<br />01-20-16
<br />TOTAL NON -ROAD IMPERVIOUS
<br />8563
<br />PARCEL MINUS ROAD EASEMENT
<br />50,200
<br />IMPERVIOUS
<br />17.0%
<br />PRIVATE DRIVE PAVEMENT
<br />8165
<br />(LYING WITHIN TRACT H)
<br />AREA OF ROAD EASEMENT
<br />1S,485
<br />%IMPERVIOUS
<br />52.7%
<br />EXISTING ELEVATIONS:
<br />GARAGE FLOOR = 1000.3
<br />LOWEST FLOOR = 991.0
<br />MAIN FLOOR = 1001.5
<br />CHICHI STEINER
<br />TOM RASSIEUR
<br />PROPERTY
<br />ORONO, MINNESOTA
<br />CONTACT:
<br />STEVEN STREETER
<br />STREETER & ASSOCIATES
<br />1 831 2 WAYZATA BLVD.
<br />WAYZATA, MN 55391
<br />PHONE: 952.449.9448
<br />EMAIL: sstreeter@
<br />streeterhomes.com
<br />COUNTY/CITY:
<br />H EIV IV E P I IV
<br />C D U IV TY
<br />C
<br />TY O F
<br />REVISIONS
<br />CERTIFICATION:
<br />I hereby certify that this plan was prepared by
<br />me, or under my direct supervision, and that I am
<br />a duly Licensed Land Surveyor under the laws of
<br />the state of Minnesota.
<br />Dan I L. Thurmes Registration umber: 25718
<br />05-08-15
<br />Date:------------------
<br />PROJECT LOCATION:
<br />l O 5 O
<br />EDGEWOOD HILL ROAD
<br />PID#0211723130003
<br />Suite #1
<br />6750 Stillwater Blvd. N.
<br />Stillwater, MN 55082
<br />Phone 651.275.8969
<br />Fax 651 .275.8976
<br />dan@
<br />cssurvey
<br />.net
<br />CORNERSTONE
<br />LAND SURVEYING, INC.
<br />FILE NAME ASBSTR30
<br />PROJECT NO. STR1 5030
<br />AS -BUILT
<br />SURVEY
<br />1060" e wood 14i' l B Rol
<br />Z010 - pdo nr
<br />As-- stat (+- SU 1V1q
<br />RECEIVED
<br />JAN 0 � c2m
<br />CITY OF ORONO
<br />DATE
<br />REVISION
<br />05-08-15
<br />INITIAL ISSUE
<br />OS
<br />-08-15
<br />CONTOUR LABELS
<br />05-22-15
<br />UPDATE NAME
<br />12-31-15
<br />PROP. IMPROVEMENTS
<br />01-06-16
<br />REV. PER L.A.
<br />01-20-16
<br />INITIAL PROP. SUBMITTAL
<br />02-02-16
<br />CITY COMMENT REV.
<br />02-05-16
<br />LOCATE/ADD EX. SILT FENCE
<br />04-25-16
<br />CITY REVISIONS
<br />06-28-16
<br />REVISE HOUSE/SITE PLAN
<br />07-27-16
<br />CITY REVISIONS
<br />12-29-17
<br />AS -BUILT SURVEY
<br />CERTIFICATION:
<br />I hereby certify that this plan was prepared by
<br />me, or under my direct supervision, and that I am
<br />a duly Licensed Land Surveyor under the laws of
<br />the state of Minnesota.
<br />Dan I L. Thurmes Registration umber: 25718
<br />05-08-15
<br />Date:------------------
<br />PROJECT LOCATION:
<br />l O 5 O
<br />EDGEWOOD HILL ROAD
<br />PID#0211723130003
<br />Suite #1
<br />6750 Stillwater Blvd. N.
<br />Stillwater, MN 55082
<br />Phone 651.275.8969
<br />Fax 651 .275.8976
<br />dan@
<br />cssurvey
<br />.net
<br />CORNERSTONE
<br />LAND SURVEYING, INC.
<br />FILE NAME ASBSTR30
<br />PROJECT NO. STR1 5030
<br />AS -BUILT
<br />SURVEY
<br />1060" e wood 14i' l B Rol
<br />Z010 - pdo nr
<br />As-- stat (+- SU 1V1q
<br />RECEIVED
<br />JAN 0 � c2m
<br />CITY OF ORONO
<br />
|