Laserfiche WebLink
Notes Lot width as meas. along 75ft. OHW setback line = 108.1 ft. PC E <br />�� z ��S Lot width as meas. along 30 ft ROW setback line = 101.0 ft. BuildingPermit Survey <br />❑A13D�� ,� r''' ` / Prepared for: Wh i t�n ey Win dm ill er <br />Pr000sed Elevations° Legend <br />FFE = 953.5 Found Iron Monument Manhole 3 <br />TOF (street side) - 952.67 <br />w GFE - 952.34 O Set Iron Monument (LS 14700) Hydrant m <br />t f TOF (fake side) = 951.67 .000.0 ExistingElevation <br />} Power Pole <br />L p T Bin. Bas j o LFE = 943 0 �� -a <br />1;�in Po <br />o c(OOQO) Proposed Elevation N r, \ •� <br />Proposed Drainage [ Tree (deciduous) R 3 <br />- Existing Well R"`tttWW Prop. Retaining Wall <br />p r 949• <br />I � } s F <br />Oin. Bass ?�Hardcover <br />Site Address: Existing Ca culat' n . ft. <br />r Step 3295 Crystal Bay Rd. House 1,781 0 <br />s t ?� Orono, MN 55391 Bituminous Driveway 1,001 <br />10rn: Elm p p <br />�' -Prap.-� 9s?� ��. Pavers 183 <br />EFasion �QJ • `�,� Stoop &Steps 93 <br />@,� 4x8 Shed 32 <br />`', 3,090 a <br />Elm 1 � j' <br />`° ya 1 9S t EMposed Hardcover Calculation(sq-. ft. <br />o v <br />�; k/' /+� o ca <br />; � f=; ,. a y; � os J Prop. Nouse/Garage 2,.211 <br />Q p�` Prop. En try 88 <br />g i P r i x Prop. Bituminous Driveway 650 N <br />951. O Prop- Patio 204 k 5 <br />'' 4 ��► yyfrt.�' y„ k ' oQ u v Exist- Steps (to remain) 56 O `� <br />m <br />Otir Total Proposed Hardcover 3,209 <br />o q') -z3 <br />`� S ' g Total Lot Area 14,876 w o <br />4,rn. k ; oR.N+r r9'a9, �0 �� y less Crystal Ba Rd pavement 2"035 �'+ o <br />C ys Y ) <br />Proposed House A 54 �' Adjusted Lot Area 12,841 m fi <br />_ o IT r,9 V & Garage q <br />(2211 s: f.) %�• 95 9 � Percent Existing Hardcover 24.1.x" <br />12in. Ma ;p <br />94614x_ �05� �`� Percent Proposed Hardcover 25.0%x' <br />Proposed 5 �7 Fr `, <br />st• -ti Elevations: a,• Ys Y P Us <br />r9 J L {�D J + : i r *Cr tal Ba Rd. pavement not included in E " <br />9- �ry <br />� f , LFE=943.0 Prop. Bit. hardcover calculation. a �, <br />FFE =953.5/*. D50 s f. <br />} J p ) g Excluded Hardcover: m <br />4LI -:1v J .. Proposed Retaining Walls 60 o <br />Elm a <br />'D� ` ' Note: Q.•c a <br />Proposed grades and drainage designed by <br />/p fp �`(�• Gronberg and Associates, Inc. and must be <br />xp x 944.5 �a' �� S -. .4) l9 �� �Q verified and approved by the City of Orono <br />r rp ,A •� r �9� 4 ; MNR=951.7;' prior to construction. <br />O <br />16in. ks C <br />�.._, V <br />ti t o ` R.W. mss P�� . �.' ca <br />t 9.9 p j /J -• - .:r. `R��•;_�i Ca#eh Basin-� Boundary Description (supplied by clienfi (jam <br />I MH 831. r k'��-0 .� That part of Lot 2, Block 2 TOWNSITE OF <br />' !y x g. ' LANGDON PARK lying Southwesterly of the <br />% o, 1 J-� r9 944.=Pro . -� �t..p�::. �} <br />_W P Northeasterly 180 feet thereof, according to M <br />?` 1 Erosion 4 : the la LV <br />plot thereof on file or record in the office <br />O o Cortaro! , <br />p : of the Register of Deeds in and for Hennepin <br />' Count together with that art of Northern <br />59 \ of �J-.� ' .• Q Avenue vacated abutting upon said described �1 <br />A rox. 4x8. R : ' ..::; ; <br />-�°• of rQ � `' PP .-� , • ;• •' premised in the rear lying between the <br />shed loco <br />i extensions of the Easterly and Westerly side <br />24i Bass 4� lines of said tract. c n <br />SCALE '`�+�� � � ,/ : �: s • : -..• :- , �` r '• �J <br />Subject to a right to create a public easement ~� <br />20 0 10 zo ao �9� �s0 RECEIVED for highway purposes over the Southeasterly 33 <br />feet of that part of said laid out as Northern Q <br />a�� Avenue as shown in Deed Doc. No- 198674, <br />�'o SER2 12016 Files of Register of Titles. <br />1 inch = 20 feet � <br />Beorings based on assumed datum. <br /># 34 <br />MTV ()I: Dontio <br />