|
/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />o \
<br />\
<br />\FOUND
<br />I/2' Y20N
<br />PIPE--� t
<br />MOST N•LY CORNER
<br />OF LOT 5 x x42.0
<br />/ 2 T ee
<br />x
<br />61.7
<br />X 961.6
<br />\ X 460,x;
<br />453.6,- \
<br />-FOUND 1/2" IRON N
<br />PIPE I.CET( OF ORONO
<br />\ � 1' E'LY OF ,
<br />LOT CORNER - NO
<br />'---------------- \� \ MONUMENT SET 2.5 \ SITE PLAN =GRADING PLAN
<br />�\ ROVED
<br />60.4 \ \
<br />X xs2.6 E❑APPROVED WITH REVISIONS
<br />X 961, �`e\ \ ❑ DISAPPR VED
<br />1622.
<br />PI 1 0 �C\ DATE
<br />TGA1 \
<br />X 957.1 n -` 13� T6sEF `\\ `
<br />♦�63 X 962.&
<br />a ty,F 12 tks ✓ i ♦ p 1 ��, ,,
<br />q55
<br />63
<br />\i 463.4
<br />�,f*1"E: ♦ �,� ip. y % of �.` rat. , ♦♦
<br />\.I
<br />OEF _`` 463.6
<br />OJ 0loop-
<br />o'6
<br />S�pQ o ,f`., 62.9 \
<br />, \
<br />ins�1 ° 6 \ ; e` `. X 963."
<br />X 463.2 ;3.1
<br />p� p2 ;� �Ir6 D� : +r� �,s,3 x63.1,!\
<br />~'
<br />L X4.5 1-1 (s'•O t onq63.4\ ✓
<br />CAPE -- ��?' \ op O \\
<br />� e � R9 �C7� t \ � �� _-- ��� O 464,2
<br />x u5a.1 " J`O \<a S
<br />ey 463.6\ . , !i 5
<br />`r Gs -I I I I _ T,4° Y 4 \ X 964.2
<br />X4.4 %ClAn0163
<br />\, QIPl� /
<br />\F rid ^� ` x r \ ,}? �
<br />9� f .1 ~ �s � rr Yom'` 'e e �i1 463.
<br />5 REMOVEff 1 3� 963.61
<br />/ si' a, ENGINEERED �/' 1 ; �r? cooO O� *1001F♦ \\ SSA; ' TJ \�
<br />p 9 \' 1 9 f \. � �� � `�� �� Ta �
<br />XC Gj� 6` S r ♦ ` oX 462.F> O TO
<br />(11 9 4,4 965.3
<br />1 „ ,
<br />' a ?a:tS i'` X14At �= - \ j _ _ i \ �J\ I ee o \`" `5� 3 :3. r R. l \
<br />12 ...€ 1 ; X r.s i ., =5. 1 2/ SLOPE . cam_.t6 ., ,'. e
<br />X x41.1 i) ♦ 6' r u.
<br />/ DRAINA�E '& UTILITY �, \ 9 \
<br />.S •9 2 ti.�DI 864.7 \
<br />/ MOST W'LY CORNER ~ \ 0 EASEMEtaT ,AS SHOWN 1 �1 \ \ _- N - 44 \ \ ' 6 �°i �, W <, 1 t ' 6' V)
<br />/-- OF LOT 5 A ' lJ Q `` , 9 1.7 ON PLAT �.7.r i r �. : 8 e.r It
<br />1 a 1D
<br />X 34.9 �.,. �. "TRE 955.6 \ e \ ' tl.- = '` !� 961
<br />12% SLOPE -�. 6 \
<br />-. J: los
<br />`% iL' 7.�: �✓� / ! .1 / ` `. % 1 .�`r "fREE � � ,,���- 7 _.meq;, - ' �� ''• K=� � � ' I i
<br />X 942,2
<br />i o 10'PiNE 1e-'°-` d I i 1 ,� 3 tit \ ` ,\ X 2.7
<br />' 0 10°TREE _ ?j 4 x4 ;%� �" \'' wALL
<br />OSS 0 10rw- „ 40.5 - 4 ��°+ �\ f 965,i j
<br />o)O \0' 0 ��= r Y� I ry $ \ :y i� i� \ R aX 2.5 FOt� 1/2" IRON
<br />J :�' `C7 \ �1 `3 CJ7` p_ \ t/ \ i> e ^ f PIPE 0.4' SW'LY
<br />'
<br />(0'. \ �� �0 4 \ 457.1 ' �j1f OF -,LOT CORNER -
<br />1\ + t NO' MONUMENT SET
<br />\ 1 s O \ \J \
<br /><' x 94x1 °;0 QvP x 963.6 \
<br />x 440.1 i ti O \ / \
<br />439.6 % \ O, J
<br />MOST
<br />1 FOUND I" c;- \ :�. ` // `SE LY .: \ SILT FENCE
<br />1 `rIRON PIPE X 940B 943.5 \ \ / " 1 CORNER
<br />ORONO COPY
<br />EXISTING LEGAL DESCRIPTION:
<br />(AS SHOWN ON CERTIFICATE OF TITLE NO. 1359431)
<br />Par 1: Lot 2, Block 2, Forest Arms Country Club Addition.
<br />Par 2: That part of Lot 5, Block 2, Forest Arms Country Club Addition,
<br />lying between a line drawn from a point on the Northeasterly line 43 feet
<br />Southeasterly from the most Northerly corner thereof to a point on the
<br />Southwesterly line of said lot, 43 feet Southeasterly from the most
<br />Westerly corner thereof and a line drawn from a point on the
<br />Northeasterly line of Lot 5, 43 feet Northwesterly from the most Easterly
<br />corner thereof to a point on the Southwesterly line of said lot, 43 feet
<br />Northwesterly from the most Southerly corner thereof;
<br />EASEMENTS:
<br />1. SUBJECT TO BLANKET EASEMENT FOR FOR UTILITY POWER AND
<br />MAINTENANCE PER DOC. NO. 572353.
<br />2. SUBJECT TO DRAINAGE AND UTILITY EASEMENTS AS SHOWN
<br />ON THE PLAT.
<br />3. SUBJECT TO COVENANTS AND RESTRICTIONS AS SHOWN IN
<br />DOC. NO. 572353.
<br />SURVEY DATA:
<br />1. UNDERGROUND UTILITI S NOT LOCATED OR SHOWN
<br />2. EASEMENTS, IF ANY, MAY EXIST. THERE WAS NO EFFORT MADE TO
<br />RESEARCH RECORDED OR UNRECORDED EASEMENTS.
<br />3. BEARINGS SHOWN ARE BASED ON HENNEPIN COUNTY COORDINATES
<br />NAD 83. ELEVATIONS BASED ON 2011 GPS DERIVED VALUES.
<br />4. THE EXISTING LEGAL DESCRIPTION WAS PROVIDED BY THE OWNER.
<br />THERE WAS NO EFFORT MADE TO RESEARCH OR SURVEY THE
<br />ADJOINING PROPERTIES FOR GAPS AND OVERLAPS.
<br />5. FIELD WORK COMPLETED ON 1 1-20-13.
<br />\ 1 IN CONC.\ \ � / �, S� x x64.1
<br />I,soF, L 1T\5 em op \ SYMBOLS:
<br />r t \! \ice°19, r0 �`� \ X354. y ' \
<br />x 40.9 i / x6.' CATCH BASIN
<br />v s° ' ! r 1, �` `. ` - _ / 0 MANHOLE HYDRANT
<br />I'` \ \ \ \ ���- �I,�`s �,''' �.o ,�l \ �SQT •'6� \ �r, 1` /�,'�` r1
<br />,\'�t'\'✓ , 1
<br />f \ \\\ '
<br />CULVERT
<br />GAS METE
<br />R
<br />-
<br />VALVE
<br />jo X 940.2 X 945.5 ` SIGN
<br />WATER
<br />5FENCE CONCRETE; , UTILITY POLE
<br />X 50.E 9<,L \,'� � 5 ' ' LIGHT POLE
<br />��` °�3 / r - I �0
<br />4 �'"re DENOTES FOUND TELE/ELEC BO
<br />X
<br />s TOP BOT GAS VALVE2WALL WALL*FOUNDIRON MONUMENT
<br />1.965.4 956.1 I/2" IRONOVERHEAD WIRES
<br />®IRON
<br />DENOTES SET 1/2'
<br />2.956.1 9ss.a PIPE
<br />Co x 442.E x59.0 MWELL
<br />3.960.0 957.4 PIPE MARKED RLS 25718
<br />., 9RttF O/ 4.960.0 959.2
<br />\� S �- ffDc 5.965.0 961.0 - - -
<br />\ \
<br />Y -f \ �' /��� 6.965.0 961.1 �
<br />17. 965.0 961.1
<br />0 8.965.0 963 . I \
<br />5 X x51.2
<br />\ o '� x "42.2 / 19.960.0 957.0 I ! J
<br />\ \/
<br />( WALL HEIGHT NOT
<br />iP
<br />\ 0' f TO EXCEED 4 FEET
<br />*DENOTES I \ �J1 Y `O
<br />- ._\' / ENGINEERED WALL
<br />1
<br />j City Of
<br />MOST S'LY CORNER AS {}�_ Planning & Zoning Pian Review
<br />\ \ i -7 'r -
<br />OF LOT 5 \ t
<br />\ 45d' \ Site Plan Review ©ate:
<br />- X 942.4 PROVED
<br />\ \ \
<br />' Q APPROVED WITH REVISIONS(se6 tes)
<br />\�
<br />'iJ DENIED \
<br />AREA:
<br />TOTAL AREA =23,410 SQ. FT.
<br />EXISTING IMPROVEMENT AREAS:
<br />AREAS IN SQUARE FEET
<br />HOUSE = 1,602
<br />DECK & STEPS = 277
<br />DRIVEWAY = 601
<br />FRONT SIDEWALK & STEPS = 164
<br />WALLS = 112
<br />TOTAL = 2,756 SQ. FT.
<br />PROPOSED IMPROVEMENT AREAS:
<br />AREAS IN SQUARE FEET
<br />HOUSE = 2,736
<br />DRIVEWAY = 967
<br />CANTILEVER = 213
<br />FRONT SIDEWALK = 197
<br />REAR DECK = 254
<br />FRONT PORCH = 170
<br />TOTAL = 4,537 SQ. FT.
<br />PROPOSED BUILDING ELEVATIONS
<br />PROPOSED GARAGE FLOOR = 965.7
<br />PROPOSED TOP OF BLOCK = 966.1 (10' POURED)
<br />PROPOSED BASEMENT FLOOR = 956.4
<br />EXISTING BASEMENT FLOOR = 956.6
<br />EXISTING FIRST FLOOR = 964.8
<br />EXISTING GARAGE FLOOR = 964.4
<br />991.3 PROPOSED ELEVATION
<br />.----909--- PROPOSED CONTOURS
<br />PROPOSED SILT FENCE
<br />�j PROPOSED DRAINAGE FLOW
<br />CALL BEFORE YOU DIG!
<br />Gopher State One Call
<br />VTWIN CITY AREA: 651-454-0002
<br />TOLL FREE: 1-800-252-1166
<br />4,A�4� 101590 to"
<br />NORTH
<br />Q vnlnrn S,mry An kA
<br />0 20 40
<br />n ^ I 5• IZ•15
<br />E^ C:) N
<br />RESIDENCE
<br />\ OWNER:
<br />ROBERT AND JENNIFER EATON
<br />945 FOREST ARMS LANE
<br />ORNO, MN
<br />CITY - COUNTY:
<br />HENNEPIN, COUNTY
<br />CERTIFICATION:
<br />I hereby certify that this plan was prepared
<br />by me, or under my direct supervision, and
<br />that I am a duly Licensed Land Surveyor
<br />under the laws of the state of MINNESOTA.
<br />aniel L. Thi -riles Re, st -avion No: 24718
<br />Date:_1 1 _21 -13
<br />REVISIONS:
<br />DATE REVISION
<br />11-21-13 ISSUED
<br />2-2-15 PROPOSED
<br />2-23-15 REVISED
<br />3-2-15 REVISED
<br />4-16-15 REVISED
<br />4-23-15 NEW HOUSE
<br />5-12-15 WALLS
<br />6-26-15 ADDED WALL
<br />PROJECT LOCATION:
<br />A.
<br />�
<br />4 S
<br />FOREST ARMS LANE
<br />PID#071 1 7231 2001 9
<br />c
<br />6750 Stillwater Blvd. N.
<br />Stillwater, MN 55082
<br />Phone 651.275.8969
<br />Fax 651.275.8976
<br />dan@cssurvey
<br />.net
<br />CORNERSTONE
<br />LANA SURVEYING, INC
<br />FILE NAME SURVNT108
<br />PROJECT NO. NTI13008
<br />� n 7 CERTIFICATE OF
<br />q4,jr fb1f;f- AIM [aM___-, JUL I 11.115 S U RVEY
<br />�I � , �4 t -P CITY OF ORONO
<br />
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