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f Note Lot width as meas. along 75ft. OHW setback line = 108.1 ft. I '+
<br />`O z,ds // Lot width as meas. along 30 ft. ROW setback line = 101.0 ft. o
<br />Building Permit Survey � fi
<br />03AI3 +�� a
<br />D311 ✓ Prep ored for: Whitney Win d m ill er
<br />m m
<br />q
<br />a
<br />Ptosed Qq Legend
<br />► FFE = 953.5
<br />TOF (street side) - 952.57 • Found Iron Monument Manhole
<br />GFE = 952.34 O Set Iron Monument (LS 14700) Hydrant
<br />TOF (lake side) = 951.87 co
<br />x pQ0.0 Existing Elevation
<br />�8in. Bas ► O LFE = 943.0 C Power Pole \ E o
<br />+ '12tH Po g+¢ (000.0) Proposed Elevation N `•° i
<br />V : a Tree (deciduous) to n
<br />, � � �•--� Proposed Drainage ,� cp
<br />Existing Well R.W. Prop. Retaining Wall 6 d, °
<br />N
<br />01h. Bass ��� /: ; s�,,s 4 Oe 2 Q o► c'+3
<br />V x: ti, oG Site Address tin H r over Calculation
<br />S#ep �. r "' I sd 3295 Crystal Bay Rd. House 1,781
<br />t 10in:. Elm Oran o, 3
<br />Q ' : i ``,E -: � o � � ?' � MN 55391 Bitum►haus Driveway 1.001
<br />r\ -Prop.Pavers 183
<br />Er osian �.,� Stoop & Steps 93
<br />a► : f Con trol �c 2 4x8 Shed o
<br />3,090 q) n,
<br />hOi EIrr1
<br />1`o #o sS� 1 Proposed Hardcover Calculation (sa. ft. ):
<br />ib ,' QOtK
<br />y 0 9S Prop. House/Garage 2,211
<br />as Prop. Entry Be
<br />.1 lrr: FI �. v ( o j`SJ x 951 Prop- Patio Bituminous Driveway 650
<br />204 a - o
<br />i 11%; bc, ., �� ` Exist. Steps (to remain) o
<br />Total Proposed Hardcover 3,209 ;! ' �+ r 121
<br />Total Lot Area 14,876aq
<br />y 54.2, (less Crystal Bay Rd pavement) 2, 035 �+ y
<br />W PrOpdSed HOl1SB� A� Adjusted Lot Area 12,841# m m c�
<br />,' 4 �,� ��► & Gars e y Aly :�: • y ti o
<br />9 9l 3 Percent ExistingHardcover 24.1w g I y
<br />12in. Ma' ' �', S,0 y (2:211 s f.) /+�� `� .Z'*
<br />Ito
<br />-t' 948 4 '� �a x 7 �` ti '.. . ~- Percent Proposed Hardcover 25.0' I \.
<br />/ Proposed _ 3 ��, ►' a N1
<br />y`Sst 1 �' `�' '' r'9 Elevations: �vr/4 Pro 8!t , ,~ ` • *Crystal Bay Rd pavement not included in.
<br />�' a y
<br />1 r LFE=943 0 p' :.4 hardcover calculation.
<br />`9s 1A4 `{ �' 1 r �` ,fr9 N FFE=9.53.5 / . Driveway �� r
<br />Iz<lU�� 4 U 4. ±i' ¢3J 'WSJ ,gip �, `.�( O-s;f) g � i,. tsjl�Iu{�sd Hardcover:
<br />f
<br />� til
<br />f
<br />in. Elm \ f�, Proposed Retaining Walls 60
<br />s? / Cl g5
<br />P. say=.. t 'U 3 I a
<br />' O ,' 1 rte. ! ` Proposed grades and drainage designed by
<br />a ' /ate, f0 Gronberg and Associates, Ino and must be
<br />44.5 �o ' ��' "'5.S l9 �' `�4,~'' verified and approved by the City of Orono
<br />.9? $+'�Q ,sl��i MHR=95t 7: prior to construction. as
<br />16in' :ks N
<br />Catch Basin- 12
<br />cr► ionunnlled by client) I
<br />LJ
<br />�,. 4% That part of Lot 2, Block 2,
<br />TOWNSI TE OF Cr
<br />ti LANGDON PARK lying Southwesterly of the. c
<br />�9 . x 944. '� W ;Prop.- Vit. p U d
<br />'�St� l' Northeasterly 180 feet thereof, according to c
<br />:�'
<br />'~ o �-�j• r �� -� + the plat thereof on file or record in the office
<br />,. m �. , �,. '>iao ,� o �= of the Register of Deeds in and for Hennepin O CcD
<br />$g control�' ~ �� County, together with that part of Northern
<br />�A rax. 4x8 r}: ' =; Avenue vacated abutting upon said described
<br />O PP !
<br />shed locafi •� •' � premised in the rear lying between the
<br />extensions of the Easterly and Westerly side U
<br />24i , ass 4 lines of said tract.coSCALEQ w b
<br />N
<br />TrjCs, cr-• Subject to a right to create a public easement
<br />\ i RECEIVED highway purposes y
<br />zp p 1p �o ap ,.9.�s.� � � ' •�• ' ,� ;' for hi hwa ur oses over the Southeasterly 33 1j C4 feet of that part of said laid out as Northern �
<br />!' 11
<br />� � t 1 �•�� ij % Avenue as shown in Deed Doe. No. 198674, �
<br />Files of Register of Titles. 3
<br />SER 2Za��
<br />1 inch = 20 feet � 'l`�y � � 3
<br />Bearings based on assumed datum. 3 5
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