Laserfiche WebLink
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
SURAi <br />CERTIFICATE OF <br />FOR: CHARLES CUDD CO. <br />ADDRESS: 3546 IVY PLACE, ORONO, <br />PROPOSED <br />AREA CALCULATIONI <br />TOTAL LOT = ±23,127 sq. ft. <br />Impervious Surfaces: (Proposed House and Improvements) <br />Proposed House= ±2,872 sq. ft. <br />Proposed Driveway = ±1,265 sq. ft. <br />Proposed Screen Porch` <br />Front �orwh � 1_261 sq. ft. <br />Proposed Stairway = ±47 sq. ft. <br />Proposed Retaining Walls = ±51 sq. ft. <br />Proposed Sidewalk = ±113 sq. ft. <br />Existing Retaining Wall = 40 sq. ft. <br />Totals: <br />Impervious Surface = ±4,649 sq. ft. <br />Hard Cover = ±20.1 <br />PROPOSED <br />AREA CALCULATIONS <br />OHW-75' SETBACK ZONE: <br />Lot Area = ±7,538 sq. ft. <br />Impervious Surfaces: (Proposed) <br />Proposed Stairs to Lake = ±60 sq. ft. <br />Totals: <br />Impervious Surface = ±60 Sq. Ft, <br />Hard Cover = f0.8% <br />EXISTING PROPERTY DESCRIPTION <br />Lots 175 and 176, TAYLOR'S SUBDIVISION OF SPRING <br />PARK LOTS, Hennepin County, Minnesota. <br />BENCHMARK <br />Spike in timber retaining wall at 1 Bell <br />Street. Elevation = 931.67. <br />,35 <br />J <br />PROPOSED _ 929.5 <br />6, 931 <br />AREA CALCULATIONS 932.6 <br />' ' Found 6.5A'_ <br />75 SETBACK -250 ZONE: oIron poe��. <br />Lot Area = ±15,590 sq. ft. 19 ,ay[n9d0own®c? <br />Q� Foundg. 0.75'l -- <br />Impervious Surfaces: 937.8080 E.p��� 18 <br />n�3 tif0 ^� 934. <br />Proposed House= ±2,872 sq. ft. `' ego\�` �'O <br />Q ® ®®` op `•. <br />Proposed Driveway = ±1,265 sq. ft. 929.6 <br />.� �><� �•sr. L y <br />Proposed Screen Porch/Front Porch = ±261 sq. ft. '0111 16 938.7 935.0 g32 0 ON 9�O'Q <br />Proposed Stairway = ±47 sq. ft. e®� <br />Proposed Retaining Walls = ±51 sq. ft. <br />o . 9 %` <br />Proposed Sidewalk = ±113 sq. ft. � �� ' 35 3 ®'• '` <br />Existing Retaining Wall = 40 sq. ft. SS -3 2.6��\� 0, <br />944.946 <br />Totals: EFRONT EtdT�Y=9fa7.2 EXISTING HOUS,. � ! 941 9 6 929.5 <br />O c� <br />�`. •~ <br />Impervious Surface = ±4,649 sq. ft, 0./7c % <br />HaTrol .over = ±293% �a4� / 932 5 <br />: r. !a r7 r 8" MAPLE �� P `, , 9. lTo <br />94 // <br />\!\s`j///r,. <br />. sr•. '`-., / <br />/9•4t3t1/4'� <br />02 . <br />'2 <br />.1 <br />�9�29�.4 <br />9460 `.; _ 946 <br />�cl <br />947.1 ty'' <br />.' -----Sodded <br />dded '•3• a:1 <br />�Slope <br />947.2 \40 947.4 <br />945.8 <br />946.1 32.4ob �4 r7 r- 9408 929.4 <br />946.2 0� 11 932.0 <br />io <br />948.3/ 4.9 <br />946.3 <br />933.6 so <br />MAPL-6.9 <br />932.0 <br />1' Q945.8 / 939.3 932.9948.5 ..Found 0.5 <br />943.6 � <br />45.2. 1 n Pipe. <br />= 42.9• <br />. K-30 <br />K.!AR FL=944,1 OA -3 <br />945.0 . „ <br />t� <br />0s,343.5 9496 <br />-- - rD/ <br />''•. <br />ll� <br />929.4942.1 0 <br />OAK -30 0947 931.4so <br />94 , 946.9 <br />0. G4.3940.8 9+3.9 94 b+ <br />939.3 47 948.5 948.0 N. 0943.7 C <br />o,OAK-18 <br />94a.2, C >L CP <br />6'947 8 // ? 6� \\ i <br />�i OAK 18 / ..... ... 4.�... 948,1\\ �`S ••`L' \ ! pt Ok c9 <br />yL J' �Q ,$• ?2 r r. _r_ A r7 r- <br />g ry c a 1 1 1 1 o r� ko�•x <br />938.8 �kh ��Q�F ®: 9'� ♦ �a,�t 8 s _ s� r s ! 4d q's�j�' 945;7 <br />�\ 946.$///` 0„�� A , 0 s �----_�o� � 947.2 SCP <br />11 <br />9R� 944.0 / /r / 948.6\ / y Gr Q <br />V. - 846.8 /✓ <br />949 9 9 c? <br />94 ... <br />J2tt. 947.1 d -24 0,....... do <br />P '6 TELEBO);/c �/j / .e�i°` p6' <br />�S�i iS / h0 948.9 <br />O. ! \ 8 ��// 'b 950.2: . <br />Di <br />D 944.9 '.• . O949.6 .' <br />;rr�r A r7 r7 945.3 <br />944.1 @�� 1! <br />,{+ K 951.8 4j• 4 ° ry <br />o 947.7 <br />�� 9c Sd. ,p X o �C� �� 949.3 <br />947.9 G`' ��� rn <br />o: --• q // <br />951.3 949.1 S.9 <br />p� <br />�• 953. 950.4 C, a0' 949.1 <br />953.8 r Q6JL� 949.6 25 <br />948.6 952.3 LINDEN -24 \Lar v <br />953.6 <br />a <br />O. <br />0 J <br />st` EXISTING FOUNDATION LEGEND <br />'�954.3 95...6 <br />; ..Ne' a `/ \d waLKOUT-949.9 <br />{HOUSE UNDER coNSTRUGTION) s0 DENOTES SANITARY SEWER MANHOLE <br />\. <br />s� �... <br />I'MNI' <br />City of Orono <br />Planning & Zoning Plan R <br />Site Plan Review Date: <br />PROVED <br />I hereby certify that this survey, plan p ROVED WITH REVISIONS (see notes) <br />or report was prepared by me or under O DEN <br />my direct supervision and that I am <br />a duly Registered Land Surveyor under Staff: <br />the laws of the State of Minnesota. Revised: 7-22-08 (Hard Cover) <br />Revised: 7-24-08 (Elevations) <br />Revised: 7-29-08 (Cut/Fill) <br />Revised: 8-4-08 (Grading Disturbance) <br />Revised: 8-8-08 (Contours) <br />Revised: 8-12-08 (Contours/French Ditch) <br />JOS A P. SCHNEIDER Revised: 8-17-08 (Contours/Silt Fence/Misc.) <br />Revised: 9-8-08(Contours/Water Filtration) <br />Revised: 9-8-08 (Driveway Elevations) <br />Date: 7-20-08 Reg. No. 44655 <br />CI\Land Projects 2008\08181bs-Taylors Subdivision\dwg\08181bs-Taylor's Subdivision -proposed house-Current.dwg 9/8/2008 2144141 PM CDT <br />2. <br /><1 / 4 <br />° �P�`'� <br />\ 953.0 �_ <br />P � <br />956.3 <br />Found 0.5" <br />a iron Pips <br />956.1 557.0 <br />�a <br />$58.0 <br />US6. <br />957.3 <br />10' POURED BASEMENT <br />PROPOSED E1LEVATIONS <br />GARAGE FLOOR = 954.7 <br />957.6 TOP OF BLOCK = 955.7 <br />LOWEST Fl[OOR = 946.0 <br />LOOKOUT = 949.2 <br />958.0 <br />,o, DENOTES UTILITY POLE <br />• <br />DENOTES <br />IRON MONUMENT FOUND <br />1011.2 X <br />DENOTES <br />EXISTING ELEVATION. <br />! <br />DENOTES <br />BITUMINOUS <br />DENOTES <br />CONCRETE <br />DENOTES <br />EXISTING TREE <br />DENOTES <br />EXISTING CONTOUR <br />(P=) <br />DENOTES <br />PLATTED DISTANCE <br />92. <br />DENOTES <br />PROPOSED ELEVATION <br />.- <br />DENOTES <br />DIRECTION OF DRAINAGE. <br />s <br />DENOTES <br />PROPOSED SILT FENCE <br />Cut = ±339 cu. yds. <br />Fill = ±817 cu. yds. <br />Net = 1478 cu. yds. <br />(Net = Yards of fill needed minus cut yards that are on site) <br />(140 - 12 yard truck loads needed for site grading) <br />SHEET 2 OF 2 <br />0 20 <br />( IN FEET ) <br />1 inch = 20 ft. <br />NOTES <br />- Bearing's shown are on assumed datum. <br />- Field survey conducted on July 3rd, 2008. <br />- This survey was prepared without the benefit <br />of titlework. Easement, appurtenances and <br />encumbrances may exist in addition to those <br />shown hereon. This survey is subject to <br />revision upon receipt of a title insurance <br />commitment or attorneys title opinion. <br />- Contractor to verify house dimensions, and <br />sanitary sewer invert and basement depths. <br />- Building elevations set by owner. <br />- Final driveway design to be determined by <br />contractor, driveway shown is for graphic <br />purposes only. <br />- Existing house and improvements to be <br />removed prior to construction, please refer to <br />page 1 of 2 for current conditions. <br />- Proposed house elevations set by owner. <br />- French ditch and retaining walls to be <br />designed by others. <br />JOB #08181BS <br />CRE LAND SURVEYING <br />Fiery, Lake, MW 55304 r-[ <br />763-456-29®7 acrels.ndsurvey g -nail. am <br />s0 11 12 13 14 15 16 17 18 19 110 X11 112 113 114 115 116 117 118 119 120 <br />�08� <br />b 0 11 Loe <br />