|
X
<br />C) x
<br />EXISTING CONDITIONS
<br />PROPOSED CONDITIONS
<br />966.7.... j I 966.7 /
<br />. 966.5 j
<br />_ 966.5
<br />.
<br />.
<br />...
<br />-- HOUSE UNDER HOUSE
<br />nv`rJ CONSTRUCTION n `rJ CONSTRUCTION
<br />( \ X 959.1 �J \
<br />�� ---- \�J \ /
<br />x 959.2 x 959.2 X 959.1
<br />x 959.1-- --- SUN x 959. SUN
<br />-- ------ ROOM I
<br />966.5 (966.4/ / g59 1 959.1 x CANT 96 .5 ----- C J g \ x ---- 96 5 ROOM
<br />n J
<br />\ 966 5 .. f966.4/ / g5 959.1 x CANT --- --J ^ C
<br />i x ,J / x \
<br />fi O
<br />. _ _37".
<br />8 r FIND IPI 2 f -- - _ 378.
<br />- --- \ � 958 9580 / / - / \ '�
<br />END IP 6612 � 55.1
<br />_ END IP 2
<br />I
<br />END IP 17006 FIND IP I/2 - _ , 95 0
<br />FND IP 6612 / o I II \ 55.1 END IP 1/2
<br />958.0 N 89 N2 1 I 1 � 11 W 1133.78 955.8 � 954. x 56.9 1700
<br />$ 958 7 958.0 N 89 21 17 W 133.78 9555.8P 6 954.
<br />95817 x 956.9 e
<br />ON INE 0 4 EAST 956.8 955.
<br />)� OON INE 0� EAST 956.8 4,9551
<br />OF L ORNER I ` /
<br />+,` SANITARY SEWER' �I D°' / x 953.0 I ORNER I _ SANITARY SEWER' �INR W.D.4 0- h. I � N �R W.D.x 953.0
<br />DOC. N . 307134>� 1 o i? 7.0g� >SMH 66.-.- - / /L� �-� DOC. N . 3071346 9>>h i f ---- -- - - -= - `_ 57.0 / / / I 56gd/ 45 -i 1 1 SMH
<br />........x I Orn 95.5.8 I I � - ---1-- -- ----h w Rim -955.0 -- -
<br />-r 1 w X_ �g54.9954.8 0 i i w z /o x5.$ I f 45 ` w O Rim=955.0
<br />966 4 / x-95 9 -Ld z `n Inv=947.1 / 9 5) 9 - _ x 954.9954.8 w nv=947.1
<br />-I - � 966.4 / 56. I w95 //\n r 1 - H O Q I I 19El
<br />5 F X( \ X951 n' iSMH
<br />z
<br />p Rim=956.0 z / \ O
<br />966.5 V'1 I L0 Inv -948.2 i X56 X` w *^ I I / \ O Rim= 56.0 -956 11 C w Q
<br />\ ��� / 7
<br />966.5.. v�.... \ L Inv=948.2 i <�
<br />I i` ' 6� w O z� v / �\ \ 1 \ i
<br />/ T- \ X95 n n n �J �`- i- �956� 10 wn oJ
<br />LLJI � 1j
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<br />o) v co c0 c0 Xl 61
<br />n o
<br />\ / I o
<br />I / / 956.6 1 x 956.5 /958 ��� \ �J / / jx 956.6 I 958 95 / ~gym CJ
<br />x956.6 956.6x r_I / 4.3/- 1=�Ln 9 x956.5 / 4.3% JOS \\'
<br />TF
<br />50" FNI z o n 956. } X(959.5) 956.6 /r -i } C9I -059.5)X 50" FNI D o LO
<br />958.8 - ---- II� / 958.8 f
<br />---epar�--eser�-ese\J--cese�-ese�--e�� ......... .. / I ~/ 960 /
<br />I
<br />....... 956.8 xl ---' -- --- ----- --
<br />.............. I O / C/ x 961.1 82' n ...............I 56� X 960. N 15.9 N GRIL E 960.2 X x
<br />58.7 O / �L" ��96 /� n \ O 32.6 19.3 19.3 - CK - 23.7 f x 961.lq�)
<br />v x O I - ---- =60.6 � m / \ 58. x O - ----- /-------- i BFE co cfl
<br />-------- -- --
<br />iso �� ��f----30-�--- C �%�0 - (957.5) LOE N ao I 962 \
<br />966\5 \� x 95 .4 x 957 8 n\�� O O �J 1966.5 n ( ) I�----- +--- 'C
<br />9 _\ p \z r 960.7 7.7 30
<br />x
<br />..... I I - 5 8 I 3.4 O �� G
<br />W / � ✓ I ( \ / �' \ x95 . / I \V i I ( \�� I / x O \\'
<br />9 0 m 96 .4 tLnxD 965. 966.8 I \ x W I ry rj x PROPOSED LOOKOUT ^ J - 964 6 .41 O 966.8
<br />x I N I \ I 960.41 �- g62 967.3 N �� x ) 1390 FOX STREET \J, x 965.
<br />�� 6L� 1 '� 964. ... v.• I 1 i� �, GFE I 964. 967.3
<br />- \� 9 / � I r'D 61 FIFE 10.3 \.) 0 (968.0)
<br />\ I I `iX - U. 1 � \ I I O 1• '13.8 x
<br />�/ 1 - �/
<br />i -Ll I 963.4 0 IQ �I GARAGE IO TFDN (968.5) NTR I -- T-
<br />....... -
<br />O-----30-----� -- 96u- 9622 6 / m o O o _y1 (968.0) DEC Y m � ,4 GARAGE
<br />967.7 F+i'.' I 963.4 N PO
<br />... 0 I O 962 21 x I x 96r 1 z - I O ----- 30- -- 1 52.0 a; C6 e� o O
<br />I / 963.1 -- -964(m M O.' I O r
<br />164. I I''v o z
<br />3 7
<br />X I BFE= I x 964.1 I z _ °O I oaD- Iu� I COVEREDO o J. °, �o' �� zx- °
<br />.... I 961.401 / n .::... O
<br />m
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<br />on
<br />❑N rn 6.4 5.5 say x 967.x- - J 9 .5 ° �-"� ° 967.0-
<br />o/ HOUSE 0 32.5 -(967.5)7 O 7
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<br />M (0 966.E I 966.6 ao� d
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<br />.'.'.'.'.'.'.'.'.'.'.'.'.'.' X\ � G, 966.3 I - N /� ` .' ❑ \ _ �/ / ° °. ° d ° I j
<br />rJ / o/%/i CEDROW Q/ � o <C x 967.6 \ x \ ✓ p O x 967.6 / \
<br />966.6 6.8 6.8 cv / / I\ ) CEDROW ° v
<br />\ ' 967.3 0 < N > 969.1 ................... � ° L `
<br />------------------- 967 2 966.7 1 967.3 a O 1, \ ' I JI�967. ° o a° °. <>
<br />37.7 - 967.0 7.6 967. / n �, I 5)X I I N n C1
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<br />966.9 I 14.1 11.2- 967.5 X 1 \
<br />1 967.4 \ ° ° . 967.5 C
<br />967.2 9167.6 i i 967.5 1.2'/- \ �J � I 10 I 0) - (:J \
<br />- EN 1 Ln d 61 \
<br />1770 1772 774 1776a� 1778 01779 1781 1783 n8s 1 N 0 SILT FENCE J 1 (9 d , e
<br />967,1.. N 786 1787 C6 1770 1772 I d
<br />E 966.8 °�6 + / 1774 177 1778 (967 0)X 1779 1781 1783 1785 786 187 ° 1,0
<br />6.9 I 1967.1 .. � _
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<br />96.. 966.9 6 .7 9 7 966.7FIND P 17006 9 .5 sDROW� o I �4 d ° END IP I/
<br />966.4 m 6 .7 FN[> 1 7006
<br />u 966.9-.967.1 967.0 966.9 - 966 a
<br />966
<br />U H n O U OHU g66.4 966.67 T
<br />966.9 END IP 3/4 IN CONCWYE © 966.6 966.EN89 2I 17 W 133.76 O 7 966.9 n 0 1 n U > U p 966.67 967. 967.1
<br />0 1 n 967.4 N H
<br />6.8 966.3 9B6 4 966.3 FIN IP I/2" 966
<br />END IP 3/4 CONCSNE E © N 89 2 117 W 133.76 ? 966.7
<br />966.7 966.2, . 96966
<br />3 966.4 "966 - END IP 1/2
<br />3.7'. WEST AND 1.5' SOUTH 966.4
<br />... .....
<br />966.2 e 966.6 966.4
<br />OF LOT CORNER .. . ..
<br />966 4 J
<br />6.7 9E
<br />F
<br />9 2 966.6 966. .
<br />4
<br />�. .. � ROCK BERM
<br />' WEST AND 1 5' SOUTH
<br />LOT CORNER:
<br />FOX STREET ... . .. .. .. . ENTRANCE
<br />fr_
<br />FOS STREET -
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />DH, MD
<br />1
<br />EMW
<br />7/14/2017
<br />DRAWN
<br />2
<br />BRV
<br />1/18/2018
<br />DBP, JJA/BRV
<br />3
<br />BRV
<br />1/22/2018
<br />CHECKED
<br />Good
<br />1
<br />14
<br />JJA
<br />1771
<br />Arborvitae
<br />2.5
<br />DATE
<br />1
<br />14
<br />06/16/2017
<br />Arborvitae
<br />4.0
<br />Good
<br />I-, \ 1\ 1 1 1 \/ I I I I I r) I\ I I\ A F1 F-\ I T I n IN I
<br />\J I N I L_ I FA I L- L_ / I N LJ /-\ L) LJ I I I \J I N
<br />I, 2'/-
<br />X
<br />i I
<br />X Fence ties are shown on the
<br />o .S I W .S side of the boundary line that
<br />mei xt� J the fence is located on.
<br />I 4'/
<br />X
<br />67.
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lots 13, 14 and 15, Block 13, "MINNETONKA BLUFFS." per Certificate of Title, Certificate Number: 1011240
<br />And
<br />That part of the vacated alley accruing thereto per City of Orono Resolution of the City Council No. 5514, Doc. No. A9754840
<br />(The vacated alley shown hereon has not been added to the Certificate of Title at this time.)
<br />1) Site Address: 1390 Fox St, Orono, Minnesota, 55391.
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside the 0.2% annual floodplain) per Flood
<br />Insurance Rate Map, Panel No. 27053C0308F, effective date of 11/4/2016.
<br />3) Parcel Area Information: Gross Area: 20,060 s.f. - 0.461 acres
<br />4) Benchmark: Elevations are based on the sanitary manhole rim elevation in the NE portion of the subject property which has an elevation of:
<br />955.98 feet (NAVD88).
<br />5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural District - 2 Acres) per the City of Orono's
<br />zoning map dated September 2016, and Storm Water Quality Overlay District Tier 3. The setback, height, and floor space area restrictions for
<br />said zoning designation were obtained from the City of Orono found on their web site on the date of June 16, 2017 and are as follows:
<br />Structure Setbacks - Front: 50 feet
<br />Side: 30 feet
<br />Rear: 50 feet
<br />Height: 30 feet
<br />Hardcover: 35 percent of lot area (Tier 3)
<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 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 underground utilities
<br />encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or
<br />may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near
<br />this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />7) An Existing Conditions/Proposed Conditions "City of Orono Hardcover Worksheet" has been completed and should be referred to for
<br />hardcover information.
<br />Proposed Elevations( Final Plans Not Provided
<br />Proposed Garage Floor Elevation
<br />= 968.0
<br />Proposed First Floor Elevation
<br />= 968.5
<br />Proposed Top of Foundation Elevation
<br />= 968.0
<br />Proposed Lookout Opening Elevation
<br />= 960.7
<br />Proposed Basement Floor Elevation
<br />= 957.5
<br />TREESURVEY
<br />Tree #
<br />Species
<br />DBH
<br />Condition
<br />Stems
<br />Height
<br />Notes
<br />1753
<br />Maple, sugar
<br />32.0
<br />Poor
<br />1
<br />split
<br />1770
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1771
<br />Arborvitae
<br />2.5
<br />Good
<br />1
<br />14
<br />1772
<br />Arborvitae
<br />4.0
<br />Good
<br />1
<br />14
<br />1773
<br />Arborvitae
<br />3.0
<br />Good
<br />1
<br />13
<br />1774
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1775
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1776
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1777
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1778
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1779
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1780
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1781
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1782
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1783
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1784
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1785
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />14
<br />1786
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />12
<br />1787
<br />Arborvitae
<br />5.0
<br />Good
<br />1
<br />12
<br />F1 I=) A /1 N I F- I I I I I I r-) N I n A F1 F1 I T I /1 N I
<br />LJI\/-\\7UINI L F]IL_L_ LINO /-\UUI I I�/IN
<br />SURVEY LEGEND
<br />CAST IRON MONUMENT WOE WALKOUT ELEVATIONBITUMINOUS
<br />...................:.: .
<br />M CATCH BASIN FEE FIRST FLOOR ELEVATION -s BUILDING SETBACK LINE
<br />a FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV
<br />(X GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB
<br />< GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE
<br />HYDRANT I] CABLE TV PEDESTAL - 960 _ CONTOUR EXISTING
<br />O SURVEY MONUMENT SET ❑E ELECTRIC TRANSFORMER sso CONTOUR PROPOSED
<br />V O ELECTRIC MANHOLE o 0
<br />ea. • SURVEY MONUMENT FOUND - --�-�-�- GUARD RAIL
<br />J fo, I 0
<br />SURVEY CONTROL POINT (E) ELECTRIC METER DT DRAIN TILE
<br />�ir�is wooa C © GAS METER ELC
<br />r LIGHT POLE ELECTRIC UNDERGROUND
<br />oiCKENSON 5T. w x� I O GAS VALVE -X-X-
<br />n��l N POWER POLE ❑H HAND HOLE FO FIBEROPTICUNDERGROUND
<br />p R1
<br />N Fox sT. NE�� I �S SANITARY MANHOLE SOIL BORING GAS-
<br />O N SITE ogF`� GAS UNDERGROUND
<br />T O R SANITARY CLEANOUT
<br />orTONo TNaLE Ro y TREE CONIFEROUS OHU OVERHEAD UTILITY
<br />azsw w.--��.,�_ -o- SIGN
<br />S \ TREE DECIDUOUS ``- Bearings are based on the Hennepin County 972.5 GROUND ELEVATION """"""""" RAILROAD TRACKS
<br />`y C)5M- M Coordinate System (NAD 83 - 1986 adj.)
<br />C OO TELEPHONE MANHOLE >
<br />SANITARY SEWER
<br />A 1 TELEPHONE PEDESTAL
<br />A 0 STORM DRAIN STORM SEWER
<br />L T�ng 20 10 0 10 20 40 P STORM MANHOLE TEL TELEPHONE UNDERGROUND
<br />E LQke e.aw„s say 0_ -TRAFFIC SIGNAL
<br />�S YARD LIGHT Q UTILITY MANHOLE UTL UTILITY UNDERGROUND
<br />SCALE IN FEET D A/C UNIT
<br />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 />TREE SURVEY CONVEYANCE OF INFORMATION) OF THIS PRODUCCTT IS y
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND Land Surveyor under the laws of the State of Minnesota.
<br />PROPOSED CONDITIONS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated thi 19th day of e, 2017.
<br />REMOVED REF. POOL AND FRONT WALK AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 1
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY 9.11 l) 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 />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />0 WELL UTILITY PEDESTAL WATERMAIN
<br />TWP:117-RGE.23-SEC.02 FILE NO.
<br />Hennepin County CERTIFICATE OF SURVEY 99508-001
<br />ORONO)
<br />MINNESOTA
<br />PREPARED FOR: I 1
<br />WHITEHALL II, LLC
<br />1
<br />
|