|
x957/y I
<br />f I AI `' 1 A , r �- S89 29',37"E 224.00 MAP 18" i FND IP 3/4
<br />F IP 3/4" v 1 v L_ n 1 1 V II
<br />956.4 V 9_,4 r = ' 952.5 / OAK 24" x 950.8 950.3 949.0
<br />✓ -EMAP II" 955.4ti = _- - F k -r
<br />LIT)' EAS;'F ;- _i x 949.3 1 -
<br />956.6 / �9 0 5N i 0 __-
<br />_ PE ",F'LEGATE INLET �� EVR 8 0 •
<br />` C� �� 950.4 7
<br />Z "
<br />------- - --- - ------IN_ --- -
<br />1A
<br />/ }�8-
<br />x 956.4 /MAP 2 " I / i� / I - -' 950.6 - - - -
<br />S
<br />X950 95 1 / / 952.6 o OAK 20" EVR 10 MAy�"�10" / 0 t_',MAP 10"
<br />M -'952.8 * 952.3 / W950 10 / 949.9
<br />/ x I 'OAK 24--1 I � 952.1 � 950.6 / x •
<br />955.7 9 5.84„ �/ _ ;OAKjZ+ 952.9 I _,, j 951.0 x 948.7 948.5
<br />SA11140 --'953.
<br />x95317 \ i WVR 8
<br />BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 85BL BSBL'7- BSBL BSBL BSBL 49.0
<br />x 9521 / 1 / � O
<br />19 947.9/
<br />f / / c <'952.9 i s X953 J S? MAP IS
<br />983 950.6 -BLOCK /
<br />9 m
<br />951.8m /
<br />F x _ x 10 9534 ^. 3 � yci t �h� !' / S? \ - /�S� 9 O 9 8 3 MAP 5 948.1 / x 947.7 •
<br />89.,,0
<br />- -
<br /><v �57��0�--- m i S30 952 ? ° 0 ;'' i / 950. x3J �S?J i �S3J `S/ 5 x g4g
<br />c, x rn / I 9 n �S3 / v� MI-- 10-
<br />9 / z J � o�
<br />x
<br />-9,5,3'( / % 1pp; / 9 gROpOS \8� g5Y 3J / E V R 8 m i
<br />GFE= tZ C7 ry DD/ ED {} CO W948.8 MAP 14
<br />3vmi/ I PATIO x TION O �_ �� S C� 948.1 F; n
<br />954.9 SN 8„ N ° (TO BE REMOVED} Qh2a ss c �^��� �� J ' -- _ '------------- l RA Ti
<br />� 9. -
<br />2g % 9528 rn / 2 0 N} 00 O /'I- / / EV1�8 m x-94TO- 947. MQ� N
<br />hhj xP8i2�. 9e_ Oi fE-VRW948.0 •
<br />/'
<br />6 89.85 952 R m to S 948 I m
<br />'948 8
<br />------------------------ --- �--------- I /0 i � ' � � �� 948-6 / 4�� m� (7.�3 46.4 946
<br />11 � 3
<br />x
<br />.�,^^ SL. RO I / 947.1MAP1 i Cfl / i =
<br />F Ek/ A� (G « (� n X yS3 �9s3� / l4 .29 / EVR 8 j ' 950.3
<br />U(� S/T/ O s --- -- 33 J _ / W947.8 a
<br />I 9,52000
<br />( D�SF E O N v J (J' p ll C ti��~ p 0- la, - -- ----- -- -- - --- ------ --------- 6.1 L0 x946.4 �rn
<br />! ---- /114 9in
<br />2_ rB' t/ Op ROp x s �. 9 -- -- - ----- / - - - - - - - - - - - ----
<br />Ay',
<br />- --- -
<br />y
<br />A95 -A g 48 GgRq OSED`T� ADD/T�SFD o S� 94 . h� /
<br />g N 8n 9 // O C'F 1 ON V h EVR 8
<br />52, 0 5. 2 S ! Q �S j
<br />< h` R1 ?/.S G�, / `P `O fQ �S3J �� x s, 946.8 is ` MAP" j OQ
<br />95 0 t S� s 946. d
<br />q� _ a; S? 6-_6 '�/ J h x 946.2
<br />m\, � l � _ 11 J �f + .9$2� , �b�q� '947.18 45.4 94�. N ) 1
<br />C Oc
<br />x J 10 5- =- �l a °j O
<br />ssog vs �� �� Opo 9Ao, .....3 . STAIRS/ °' m
<br />9s0 �,. ��. _ o -s/ RqG S 0'� LOT 2 p 1
<br />9 r" <: 'j 5 a rK�, 4 F 2 - EVR 8 / I I 1 x x
<br />\ m L - 'y/AP 19 \ a/ ry 1 l 947.2 / co I /
<br />gs/ 2(9 I C� tC� % D J' x 847, / � vmi v I / 949.2
<br />I a I MAP 18" of 4 m 0)
<br />S2\ x �j 948.5 .. � . J 10 1
<br />mp0� ... E t 8 x 946.2 I
<br />?�0. .. /.. ..QR(.Ii.O ED. --. EVR 8c '�9.1 r'�;ELM 8" M'�
<br />L_v 1 1 999) \� � 9`t�. /.....� FWgY 947.3 � / 946.7 9 5.9 x)945.9
<br />GG , _
<br />x 949.7 BSBL BSB _I--.BS@I:'. ..BSBL -.B BSBL 948.9 .... 0)
<br />I 0a x 950.8. BSBL 85BL BSBL --1 % , co
<br />1 I. x.947 5 BSBL-fit �L BSBL BSBL BSBL V_
<br />_ �N°. -� ! I . x 947.1 x 947-1 ( x 946-9 BSBL BSBL
<br />J g49� ... ... ... N ....
<br />x � �\. � 1 I ..".. --- '_ ____ -\ I'!? OAK 15..
<br />948.7 o CURB 0 gs� I EV J'.......' \� X946.8 /
<br />/ STOP a I N '949.3 _ _ I I 946.2 /
<br />WESTERLY EXTENSION OF 948.6 C6 / S MAS 22 MAP 18" �, X/9
<br />47.0
<br />k� �944�B2 0 O
<br />NORTH LINE OF LOT 5 - i k948.91 x948.2 1 / I MAP 0" -946.9 i -9110_ `\ -�
<br />FID IP�4706 0 , /
<br />947.8 \ ��� FND IP I" MAIL
<br />24"
<br />OHU - 947.8 I
<br />CBS -- / ! - 46.0
<br />x 946.
<br />i%INH 947.8 ----Il 945.3 Fdf, �p
<br />Rim=9472 I 9 9t7 ------ -�- - __ _
<br />7ltlnv=946.3 t ` /( � 8 S LC'i /�OD, T(Ur./4. i 2dN/1k�88°04'09"Ey 190.06 �C�/ \ \ x 947.1
<br />tC/� ` , / � l
<br />o x 9447-3 �\ �tN7 I I� retty�//t dnn 1'F,�C�Ci C"It. k5 1'4.07- 1---
<br />I
<br />9[x��
<br />+ - N i ✓P Iitfi�I+D .,T .0 (,tet Glo `. - - x - \
<br />I x 947.4 946.1 x 945.2/
<br />r Q,,:7 x x 946.3 x 946. x 944.7
<br />946.6
<br />X47- - � x 945.7
<br />x 94�
<br />INV- O \w
<br />9453 L1`4_= , I x
<br />�C3)\\i
<br />946 -
<br />a N
<br />° / I /\T A
<br />O
<br />4
<br />''
<br />II z
<br />00
<br />00
<br />L_L/ 1My OF Ulm,00
<br />=
<br />4.1 0 SITE PLAN
<br />_GNiADING PLAN
<br />(V
<br />945.6 Z a. - N APPROVED
<br />Z Z 943.6 944.1 ❑ APPROVED WITH REVISIONS
<br />Lj x 943.0 0 DISA R VED
<br />o rn Q a 942-9 945.9
<br />942.4
<br />B
<br />INV= w Of 942.1 w 941-8 / / BY -
<br />_
<br />943.1 Q a_ a+5.5
<br />rn FFE= DATE
<br />� i- CBR 947.2
<br />943.6 y UJ 941.6 +w
<br />Ek(SI TjNG
<br />nLLJ
<br />Ggan
<br />Rq GE RgMg� �G
<br />0 0 ,
<br />Q
<br />940.8
<br />( 941.6 x %
<br />1 �
<br />t � e
<br />0
<br />1 O
<br />x 39.2 I # 6
<br />1f
<br />w
<br />1 � M
<br />a
<br />O
<br />0
<br />1. Z
<br />t
<br />10
<br />M
<br />X 35.4 .1....
<br />I �
<br />o til 19�� IN,
<br />933.4
<br />10.
<br />FND IP 3/4
<br />932.4 - 33.3
<br />9 x 932.8
<br />9 3
<br />33 0 PID P. N J- 932.7
<br />g32s so 25.03 53
<br />932.7
<br />�N86°4813711W FND PK NAIL SPIKE
<br />933-4 ---�
<br />FAGERNESS POINT ROAD
<br />FND IP 1/2-x 932.0
<br />935.3 X2.0
<br />.,32.
<br />--
<br />x 931-4 �-
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 2, Block 2, MAPLEGATE INLET
<br />Together with an exclusive easement for dockage purposes over the premises hereinafter described as "Tract A" except that
<br />portion thereof, lying with "Tract B" and a non-exclusive easement for access to and from said dockage easement to Linden
<br />Avenue over the premises hereinafter described as "Tract B"; (said easements are 1000 feet southwest of subject property)
<br />"Tract A" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the
<br />East line of said Lot 31, distant 12 feet North of the Southeast comer thereof-, thence Northwesterly at an angle of 73 degrees
<br />from said East line, 46 feet to the point of beginning of the easement being described; thence continuing along said
<br />Northwesterly line 20 feet; thence deflecting 90 degrees right, 40 feet; thence Southwesterly to the point of beginning.
<br />"Tract B" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, lying within 2 feet of the following
<br />described centerline: Commencing at the Northeast corner of Lot 3, Block 1, Maplegate Inlct; thence Southerly along the
<br />Easterly line of said Lot 3, a distance of 43.86 feet to a point of curve; thence along the Southerly extension of last -said line 89
<br />feet to the point of beginning of the line being described; thence deflecting left, 68 degrees, 30 minutes to the East line of said Lot
<br />31 and there ending, as shown in Deed Doc. No. 722645.
<br />1. Site Address: 1729 Fagerness Point Road, Orono, MN 55391
<br />2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of I% annual chance sheet flow
<br />flooding where average depths are less than 1 foot, areas of t% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or
<br />areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in
<br />these zones) per Flood Insurance Rate Map, Community Panel No. 27053CO303E, effective date of September 2nd, 2004.
<br />3. Parcel Area Information: Gross Area: 40,791 s.f. - 0.93 Sq Ft acres
<br />4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of. 980.36 feet (NAVD88).
<br />5. Zoning Information: The current Zoning for the subject property is LR -1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March
<br />2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of
<br />December 22nd, 2015 and are as follows:
<br />Principal Structure Setbacks - Front: 30 feet
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Height: 30 feet
<br />Hardcover: 30 percent of lot area (Tier 2 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 unaware of such amendments if they
<br />are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this
<br />site.
<br />6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject
<br />ORONO
<br />property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the
<br />mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site.
<br />Before digging, you are required by law to notify
<br />Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />FLARED END SECTION
<br />Existing Elevations
<br />GATE VALVE
<br />Garage Floor Elevation = 952.0
<br />RECEIVED
<br />First Floor Elevation = 954.8
<br />HYDRANT
<br />Proposed Elevations
<br />OCT 18 2016
<br />Proposed Garage 1 Floor Elevation = 952.4
<br />SURVEY MONUMENT FOUND
<br />Proposed Garage 2 Floor Elevation = 948.2
<br />Proposed Top of Foundation Elevation = 953.8
<br />CITY OF ORONO
<br />Proposed First Floor Elevation = 954.2
<br />LIGHT POLE
<br />Proposed Basement Floor Elevation = 943.5
<br />POWER POLE
<br />OO
<br />CAST IRON MONUMENT
<br />®
<br />CATCH BASIN
<br />Q
<br />FLARED END SECTION
<br />P4
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />LM -
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />-°-°-°-
<br />SURVEY MONUMENT FOUND
<br />Q
<br />V
<br />FIBER OPTIC UNDERGROUND
<br />LIGHT POLE
<br />�
<br />POWER POLE
<br />Q
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />111
<br />SIGN
<br />N
<br />GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />N
<br />STORM MANHOLE
<br />0
<br />YARD LIGHT
<br />s '
<br />1
<br />Y
<br />S
<br />' MJNNrT(3N
<br />C
<br />. _ _,
<br />M
<br />A
<br />A
<br />OO
<br />CAST IRON MONUMENT
<br />®
<br />CATCH BASIN
<br />Q
<br />FLARED END SECTION
<br />P4
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />0
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />-°-°-°-
<br />SURVEY MONUMENT FOUND
<br />Q
<br />SURVEY CONTROL POINT
<br />FIBER OPTIC UNDERGROUND
<br />LIGHT POLE
<br />�
<br />POWER POLE
<br />Q
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />111
<br />SIGN
<br />972.5
<br />x
<br />GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />sT
<br />STORM MANHOLE
<br />0
<br />YARD LIGHT
<br />City 0# Orono
<br />Plar�iing & 7oning Plan R�>.
<br />Site Pt,:n Review Date: CD' 2g - I �0
<br />PF, ''`JED
<br />APPRO\,'cD WITH `-,FVISIGNS (sec notes)
<br />LI DEMED
<br />Staff:
<br />NORM
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SURVEY LEGEND SCALE IN FEET
<br />®
<br />A/C UNIT
<br />©
<br />CABLE TV PEDESTAL
<br />R1
<br />ELECTRIC TRANSFORMER
<br />EO
<br />ELECTRIC MANHOLE
<br />OE
<br />ELECTRIC METER
<br />0
<br />GAS METER
<br />CG
<br />GAS VALVE
<br />-°-°-°-
<br />GUARD RAIL
<br />[]
<br />HAND HOLE
<br />FIBER OPTIC UNDERGROUND
<br />SOIL BORING
<br />GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />,-
<br />TREE DECIDUOUS
<br />OO
<br />TELEPHONE MANHOLE
<br />111
<br />TELEPHONE PEDESTAL
<br />cy_ _
<br />TRAFFIC SIGNAL
<br />01,
<br />UTILITY MANHOLE
<br />U1
<br />UTILITY PEDESTAL
<br />0
<br />WELL
<br />-1 BITUMINOUS
<br />-ME- BsE- BUILDING SETBACK LINE
<br />CTv
<br />CABLE TV
<br />CONCRETE CURB
<br />CONCRETE
<br />_960-
<br />- CONTOUR EXISTING
<br />sso _
<br />CONTOUR PROPOSED
<br />DT
<br />DRAIN TILE
<br />ELC
<br />ELECTRIC UNDERGROUND
<br />-X-X-
<br />FENCE
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />GAS-
<br />GAS UNDERGROUND
<br />OHU
<br />OVERHEAD UTILITY
<br />1
<br />1 II
<br />Tr RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />UTILITY UNDERGROUND
<br />UTL
<br />----- I ---
<br />---- WATERMAIN
<br />FIELD CREW 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 TWP.117 - RGE.23 - SEC.17 FILE NO.
<br />CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. HERS I SVR Project City: Orono
<br />DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s �� _ �< Hennepin CountyCERTIFICATE O F SURVEY 19295-002
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of De ber, 2015. _ 1 cn 3 SAT H R E-BERGQUIST, INC.
<br />p
<br />EMW AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND "' /'
<br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR: 1
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES to `^' CO
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY A\JZ C. DENALI CUSTOM HOMES
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 c� ���
<br />12/11/2015 RESULTING FROM ILLEGITIMATE USE. pemberton(csathre.com FRS
<br />112_q F044(YA6S PJ- id-
<br />ZURP • (246Z3
<br />Add 1 J Pp- �o -VVI b," KWAC-
<br />
|