|
FND IP 1 1/2 POST
<br />991.0
<br />j r, �)
<br />-J,
<br />C--) �J
<br />C
<br />l I /1 T
<br />W
<br />L(7
<br />i
<br />A
<br />O
<br />O
<br />Z
<br />I /1T
<br />u
<br />I
<br />0
<br />NO.
<br />BY
<br />ALL
<br />0
<br />EMW
<br />DRAWN
<br />5
<br />JPR
<br />EMW
<br />6
<br />EMW
<br />rn
<br />7
<br />EMW
<br />DBP
<br />N
<br />W
<br />L(7
<br />i
<br />A
<br />O
<br />O
<br />Z
<br />I /1T
<br />u
<br />I
<br />FIELD CREW
<br />NO.
<br />BY
<br />ALL
<br />4
<br />EMW
<br />DRAWN
<br />5
<br />JPR
<br />EMW
<br />6
<br />EMW
<br />CHECKED
<br />7
<br />EMW
<br />DBP
<br />8
<br />EMW
<br />DATE
<br />9
<br />EMW
<br />6-26-18
<br />10
<br />EMW
<br />DATE
<br />8/7/2018
<br />8/21/2018
<br />8/23/2018
<br />2/28/2019
<br />3/5/2019
<br />5/19/2019
<br />10/8/2019
<br />99S 3
<br />WETIB
<br />981.1
<br />I /1 T A
<br />A,
<br />I
<br />X7
<br />�.
<br />x 9 ' /9�?9 x�J�s 9889 �4� 9 T E x X 9 /- x C gab
<br />9 983.1 82� e 832
<br />FND 1P OPEN \ 0988.1 S89°04'55"E 261.95
<br />991.7 y991.0 /
<br />24
<br />b-
<br />989.9 989.1 98i1 ® / FND IP OPEN �b
<br />9 4. /98 / 983.1 \ \ 982.3
<br />20.1 / �� 989.2 � 0987.0 I (� 12" 8 9 � 9 f P"q \
<br />990. 15" '0 985.2 / / ;;T
<br />A -3 14
<br />WET - 82.0
<br />989.988. r? ` / 2.
<br />// //
<br />BSBL-BSBL -BSBL -BSBL-BSBL 93L-L-B9BL-s� �FAD` A
<br />/e?'
<br />989.2 x 9cy> \ I
<br />C-
<br />//0 / 10 /yo / / x98 //
<br />66
<br />\\ -6
<br />O /
<br />WDS \ sa SB e 586.5 Fu SEPTIC E \ I /
<br />35� WETLAND
<br />SB x SETBACK AUD. SUB. NI). 23
<br />9860
<br />Ld
<br />9836 m I �`b x r
<br />9895 ix I \\ \ \ 1 36 846 \ o
<br />i x 98 .0524 I c
<br />9 3 \ LAT / NO MA IN
<br />990.6 \ \ \ IJ I
<br />24B /x 998.068��� � � ���� x98 / / x9 3.9
<br />LLJ
<br />991 2 �AIH / UPHILL C RNER ROCK BED \ i \ U T31 � 1 8S� .0 / I o \
<br />\ ix x x 986.87
<br />2811
<br />9 - EN- �PT C\ UND _ -'� LA / CORNER FUTURE\ \ / / / LOT ll x 984.E Q -
<br />x 9 0.43.9 9 5.2
<br />28' x / /\ \ I x 985.5
<br />991.8 20' x Q < x 9 4.41 t
<br />991.7 xx "- \ S/LT FENCE x 985.9 -986 x 985.2 9 3�x x198 JI __985
<br />� 991.6 \/ 1
<br />\ sBSB PROP TANKS / 945 \ 984.6x8 .3 J
<br />10p35 \ 986.7 I - - - - - I i -x / e 985.3 98 5 986.2
<br />„ x 985.8 x 986.7
<br />J� x 92.543 i �' -----r-�- Ix 986.} 36- r �Iq \ o
<br />\ /--------- RO - D- ---�c�J89. 986.2 x 987.1 x 986.7 /�
<br />WOODS I A LATH /UPHILLR ROC E9� \99 9B9 x 986 x 987'7 Sfi: m
<br />\ _ - �9 986.6 986.4
<br />99Z 90 90 0.2 88 x 989.1 88 88988.1 987.5 .............. .:.
<br />_......... TRAM
<br />N.
<br />9 1 ..........::.... ....
<br />_ ON
<br />9 71
<br />34 1 C
<br />9 990. U.
<br />S N
<br />S
<br />T
<br />..............
<br />L1
<br />/ 993.3 _ - - _ /� �jl 9�J2.3 989.8 '::.:':.:::..:':.': .....'......'.':::'.:':.::' : :.::::.:':.:::'.'.'::.:.:':.' .::... 86.
<br />-�C - 9
<br />�• 9
<br />9.
<br />9
<br />9
<br />i
<br />4_
<br />2. x
<br />,q }
<br />/ 990.10 \' oi� _. 992 - ..:;'::;;;:::':'......':::':::::'......;::{4:('i:;4:;'::;;':: }:.......::::: ....:......:.'::. ._.:..'.'........:':.::
<br />i 0-.-:::.::::-.-:::.::.-EX15-.IN:�:::R:A,UE..-:.....-::.....-..-....-..- o
<br />OS #3 _ _ 99� .'..'......'::......':::::.':.'::.....'.'............ I ...'........'.'...'....'... ...'......:5':0.':.:.::.'.':::::::.':::::::.':.......'.'::........ �
<br />1
<br />.................
<br />0-:::::.�- :::::........ ....::.--:::::.-::.........- 986.4 lb
<br />991.22 to 9.... ................................... }} 987.0
<br />9' .-:: 988..9} ::;:
<br />o_..._.............................._..... 89.6........... 988.1
<br />x 984
<br />99/ 1 1 ::: ..... :::;:.... x x 985.8
<br />�b x 986. 86 x 9 .I 985.8
<br />87) x 986.7
<br />P x
<br />x \ 85
<br />9
<br />987.6 85.E
<br />i:::':{'i}i:ii':{'i}i:r:':{'i::... ..
<br />m cS i CD �--\ `err 1 ::::::: :::::::::�:::::::::::::::::: � to
<br />�I 0)
<br />a
<br />x S
<br />(::'�::::':::::::: i:::::(i:.:i:ii rr::: r .' 986.2
<br />Orn'.:':..:':..:':.':..:'. ;4213 _.�
<br />95 1 o TOE= 0 4212 x 987.1 S6 0
<br />6
<br />988.5 ip: 987.
<br />x 1 �9. 995.7 :' !�::':'::::::::::::::::::::':: r1 x 88.1 / x 986.3 x 9 5.
<br />/ x 990 �9 �'
<br />0
<br />0
<br />x� 1 x x 987.9 I
<br />x g 2.4 988.2 LOE BLD E
<br />'� CONCRETE }
<br />o I \/
<br />N 989.2 -+ j :::::::::::::::::::::....
<br />I n m �8g..5::.::::::::::::::.: 988.6 \ I x 987.5 ( WASHOUT '
<br />v
<br />/ I z !Q AREA
<br />99 .3 OS # x -1 A o .p -1 �. r.': E::i4i:{': �-
<br />988.81 988.2 O x.........
<br />I x 991.51 m o _ x 9 7 SEPTIC\ \ /
<br />/ m.:....... .... nn
<br />/ W I 98 .2 X88.6 m� a °. .. ... 9 N 9188 4 x 87.9 _- x 986.6 x 9 6. x
<br />...... o
<br />% 994.0 I �00� ; (. ::::::::::;::; 989.6 I --- 4211 --- 54'3+--- ----- c
<br />/ v' I l9 X 988Q z-{oi.:.' ?:v???i:'i?:Y...' / x Sg \ 9�V I /
<br />\ v _...............
<br />� o
<br />0
<br />9.:::::'::::::::
<br />N 8 J.:
<br />x 991 3 * 990.0 9 0 z _...._.......::'. �.:'. �.'.......::::.': / x 989.3
<br />o � ....::.::.'::.'::\
<br />P. :1<: 988.6
<br />lir `iri r i.i f 989. N x I
<br />Q I ' 9�) 988.2 2.0 �,, 90 /::;�':':::':::�:::'::: 993. x 987.1 x 986. 98.6 I
<br />.....................
<br />9 6.
<br />� 8. �\
<br />I t
<br />I I co 11.0 J 1 x 1.5 x 98 � o
<br />o� � x
<br />x 991.2 w 1
<br />WOE= 992.8 c
<br />991.0 OS #I x 988.7 989.3 p 9:: -:::::(' :::::::: .....:::::::::.. �9
<br />m
<br />X x 98 22S 40p 4037 9g0 \ \ 92
<br />994.6 I \ 9 9 4 99a 9g0' DECK 988.5 0�0 C SFD W lS 4 K�9 994 3 �8 \ �x gg2.7�993/. 989.6
<br />�� 1990.1 �9 0 x FOOTING8.7N BEE- R%STq`q�gOi/T 36 062Jr / WELL' 'S x 992.9 \ x 991. x 990.X 989.8 �g� x 98 .5 x 7
<br />2h 986.7 ROgo 9 4.A x 991.7 I `9 9 x 987, 8.0
<br />x 99 2 -g88.� 11.2 1 \ d \
<br />I GEE= S #5
<br />10 � �, �8.1 99� � x 99// 91) � J � ww � 995.1 � ',5 0 189.47 SEPTIC CLEAN T IN
<br />C _ \ 993.3 / x A94J c n `r, WWe o, ��' x 989.6 \ f o
<br />\ \x 992.6 993 9994. 0 X�9gSs�O g'�4.0 x x 9g4 \ I x 991.6 90.0 \ 987.E 98 x 98 C4 9 8.
<br /><
<br />\ g94 992.7 8 x FOOTING 4038 EC%C 5. 9g69 n/ x 994.4 �+ �� x/992.8 992.7/1 991.h1� I V I
<br />�� --- x 993./ Z
<br />\99 DECK 9 2g 4.0 `o' x99 - �� I x 994.4
<br />\ A X •O - �6 Qti �b o J 10 II /
<br />32" S6 SB co 4i O1 x 9 5.8 x 98� 4 987.9 x 8 .Ox1987,8t 8.
<br />9 993.5 w � 1 rn I
<br />WOODS 94.7 m� o ��� �� / x 993.6 995.6
<br />\Z \ x 991oN - / OS #6 x 92.2
<br />x 9 \ 95.0)N' 6 x 993.65 O 0990.05 x 992.4- x1997.0 x g J
<br />9
<br />� 886- o. g94 991.22 91'0)99e 0 x 9 ��� x 88.8 AS
<br />\
<br />OS 1 x 988 4x 88.1 9
<br />#8 0 x 99 x 991.6 (990.
<br />990.0 l9
<br />36 x
<br />994.08
<br />\ S/L T FENCE 1990.
<br />90.2 _ I
<br />x U-tea-lase-iese\less- less =nese-lase-lase- lase--rese lase-telam x 98 .8 �e-ease-lase-lase
<br />995336" \ \ %� / / f�28" � I x 988.8
<br />// /
<br />991 g 995.6 �� / 93) x99 991.1 o �i x 98 .6 x 88.3 9 9.7
<br />7 \ 30" I � c�
<br />/ A 9 0.1 36" p x 9 88. E 5
<br />x9 32 WOODS 990. "' 886 x
<br />WOODS 993.4 I--CONC. /� 9885 88.5
<br />I'\ 32"I STOVE /
<br />x9
<br />END IP OPEN 30" \ 993.399 / 30" I 988.6
<br />996.4 0 1 g ; 0989.6 �.
<br />997.1 - - o 0)
<br />\AQ" 991.3 B 990.3
<br />X1
<br />• " '
<br />030"
<br />996.9 "61
<br />FND IP 1 1/2 POST
<br />996.3
<br />REVISION
<br />CITY COMMENTS
<br />STAKED HOUSE
<br />WATERSHED COMMENTS
<br />LOWERED HOUSE, REVISED TAKEOFF
<br />REVISED GRADE BEHIND GARAGE
<br />FOUNDATION ASBUILT
<br />REVISED GRADES
<br />9j s' 996.4 -99F 0 U26 x „
<br />989.5 9 12
<br />88S 988.9 24"
<br />N89°25' 16"W 262.3124" 2"
<br />990.1
<br />989.2
<br />JUDICIAL
<br />LANDMARK- --"
<br />I /1T -1I'' A FOUND c
<br />L_VJ I I \,J L, L_NJ r \ `t
<br />T n I n\/ I=) /1 n /\ F-'\ n I T I n fN I
<br />\-/ L _ L) I \ I �; I /-\ L \-/ /-\ LI/ /-\ L) LI/ I I I \-/ I
<br />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 />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota.
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 19t day of Jul 2018.
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �jtp C
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344
<br />RESULTING FROM ILLEGITIMATE USE.
<br />pemberton@sathrc.com
<br />0
<br />C
<br />��RS S URbF
<br />LUco
<br />w
<br />N c �4
<br />LFR S P V P�
<br />661
<br />Ov
<br />V
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(PER CERTIFICATE OF TITLE NO. 1106747)
<br />That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10;
<br />That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota.
<br />NOTES
<br />1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356
<br />PID: 04-117-23-24-00-02
<br />2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual
<br />chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing
<br />drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths
<br />are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No.
<br />27053C0301E, effective date of September 2, 2004.
<br />3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres.
<br />4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88)
<br />5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map.
<br />The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site.
<br />SETBACKS: Front = 50 Feet
<br />Side = 30 Feet
<br />Rear = 50 Feet
<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
<br />Administrator for the conclusive restrictions for this site.
<br />6. We have shown the location of utilities on the surveyed property by observed evidence only.
<br />7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on
<br />May 8th, 2015.
<br />Proposed Elevations
<br />Offset Irons
<br />Proposed Garage Floor Elevation = 996.2 (elevations are to the top of pipe)
<br />Proposed To of Foundation Elevation = 995.7
<br />p p OS #1= 91.59
<br />Proposed Basement Floor Elevation = 987.0 OS #2= 91 59
<br />Proposed Coverage
<br />Lot Area
<br />= 77,486 S.F.
<br />6
<br />= 4,534 S.F.
<br />Lot Coverage
<br />= 5.85%
<br />Proposed Excavation
<br />O
<br />Cut Volume
<br />= 480 Cu. Yd.
<br />Fill Volume
<br />= 2,289 Cu. Yd.
<br />Ln
<br />00
<br />= 1,809 +/- Cu. Yd. Fill Needed
<br />V
<br />SURVEY MONUMENT FOUND
<br />N
<br />w
<br />ELECTRIC METER
<br />LIGHT POLE
<br />`0L)
<br />POWER POLE
<br />O
<br />SANITARY MANHOLE
<br />0N
<br />/o .
<br />SANITARY CLEANOUT
<br />O
<br />O
<br />SIGN
<br />U7
<br />LL
<br />(972.5)
<br />PROPOSED GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />TELEPHONE PEDESTAL
<br />r�
<br />E
<br />nV
<br />F-�ll
<br />N
<br />M�
<br />TWPA 17-RGE.23-SEC.04
<br />O
<br />\ A X •O - �6 Qti �b o J 10 II /
<br />32" S6 SB co 4i O1 x 9 5.8 x 98� 4 987.9 x 8 .Ox1987,8t 8.
<br />9 993.5 w � 1 rn I
<br />WOODS 94.7 m� o ��� �� / x 993.6 995.6
<br />\Z \ x 991oN - / OS #6 x 92.2
<br />x 9 \ 95.0)N' 6 x 993.65 O 0990.05 x 992.4- x1997.0 x g J
<br />9
<br />� 886- o. g94 991.22 91'0)99e 0 x 9 ��� x 88.8 AS
<br />\
<br />OS 1 x 988 4x 88.1 9
<br />#8 0 x 99 x 991.6 (990.
<br />990.0 l9
<br />36 x
<br />994.08
<br />\ S/L T FENCE 1990.
<br />90.2 _ I
<br />x U-tea-lase-iese\less- less =nese-lase-lase- lase--rese lase-telam x 98 .8 �e-ease-lase-lase
<br />995336" \ \ %� / / f�28" � I x 988.8
<br />// /
<br />991 g 995.6 �� / 93) x99 991.1 o �i x 98 .6 x 88.3 9 9.7
<br />7 \ 30" I � c�
<br />/ A 9 0.1 36" p x 9 88. E 5
<br />x9 32 WOODS 990. "' 886 x
<br />WOODS 993.4 I--CONC. /� 9885 88.5
<br />I'\ 32"I STOVE /
<br />x9
<br />END IP OPEN 30" \ 993.399 / 30" I 988.6
<br />996.4 0 1 g ; 0989.6 �.
<br />997.1 - - o 0)
<br />\AQ" 991.3 B 990.3
<br />X1
<br />• " '
<br />030"
<br />996.9 "61
<br />FND IP 1 1/2 POST
<br />996.3
<br />REVISION
<br />CITY COMMENTS
<br />STAKED HOUSE
<br />WATERSHED COMMENTS
<br />LOWERED HOUSE, REVISED TAKEOFF
<br />REVISED GRADE BEHIND GARAGE
<br />FOUNDATION ASBUILT
<br />REVISED GRADES
<br />9j s' 996.4 -99F 0 U26 x „
<br />989.5 9 12
<br />88S 988.9 24"
<br />N89°25' 16"W 262.3124" 2"
<br />990.1
<br />989.2
<br />JUDICIAL
<br />LANDMARK- --"
<br />I /1T -1I'' A FOUND c
<br />L_VJ I I \,J L, L_NJ r \ `t
<br />T n I n\/ I=) /1 n /\ F-'\ n I T I n fN I
<br />\-/ L _ L) I \ I �; I /-\ L \-/ /-\ LI/ /-\ L) LI/ I I I \-/ I
<br />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 />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota.
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 19t day of Jul 2018.
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �jtp C
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344
<br />RESULTING FROM ILLEGITIMATE USE.
<br />pemberton@sathrc.com
<br />0
<br />C
<br />��RS S URbF
<br />LUco
<br />w
<br />N c �4
<br />LFR S P V P�
<br />661
<br />Ov
<br />V
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(PER CERTIFICATE OF TITLE NO. 1106747)
<br />That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10;
<br />That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota.
<br />NOTES
<br />1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356
<br />PID: 04-117-23-24-00-02
<br />2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual
<br />chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing
<br />drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths
<br />are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No.
<br />27053C0301E, effective date of September 2, 2004.
<br />3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres.
<br />4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88)
<br />5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map.
<br />The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site.
<br />SETBACKS: Front = 50 Feet
<br />Side = 30 Feet
<br />Rear = 50 Feet
<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
<br />Administrator for the conclusive restrictions for this site.
<br />6. We have shown the location of utilities on the surveyed property by observed evidence only.
<br />7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on
<br />May 8th, 2015.
<br />Proposed Elevations
<br />Offset Irons
<br />Proposed Garage Floor Elevation = 996.2 (elevations are to the top of pipe)
<br />Proposed To of Foundation Elevation = 995.7
<br />p p OS #1= 91.59
<br />Proposed Basement Floor Elevation = 987.0 OS #2= 91 59
<br />Proposed Coverage
<br />Lot Area
<br />= 77,486 S.F.
<br />House Area
<br />= 4,534 S.F.
<br />Lot Coverage
<br />= 5.85%
<br />Proposed Excavation
<br />Volumes
<br />Cut Volume
<br />= 480 Cu. Yd.
<br />Fill Volume
<br />= 2,289 Cu. Yd.
<br />Net Volume
<br />= 1,809 +/- Cu. Yd. Fill Needed
<br />Asbuilt Elevations
<br />Garage Floor Elevation
<br />Top of Foundation Elevation
<br />Low Opening Elevation
<br />Basement Floor Elevation
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />OS #3=
<br />91.22
<br />OS #4=
<br />90.10
<br />OS #5=
<br />89.47
<br />OS #6=
<br />90.05
<br />OS #7=
<br />91.22
<br />OS #8= 94.08
<br />= 995.1 + 0.33= 995.4 (Slab Not Poured)
<br />= 995.7
<br />= 989.2
<br />= 986.7 + 0.33= 987.0 (Slab not Poured)
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<br />WALKOUT ELEVATION
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<br />FIRST FLOOR ELEVATION
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<br />GARAGE FLOOR ELEVATION
<br />TOF
<br />TOP OF FOUNDATION ELEV.
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<br />LOWEST OPENING ELEV.
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<br />SANITARY SEWER
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<br />SANITARY SEWER
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<br />UTILITY UNDERGROUND
<br />WATERMAIN
<br />Hennepin County CERTIFICATE OF SURVEY
<br />FOUNDATION ASBUILT
<br />O RO N O 1 PREPARED FOR:
<br />MINNESOTA GORDON JAMES CONSTRUCTION
<br />FILE NO.
<br />31380-021
<br />1 �
<br />1
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