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HomeMy WebLinkAbout2009 Lot SurveyLEGEND FOUND Found Property Monument SET IRON IRON Set_ Property Monument (Minn. Reg. No. 23677) Concrete Fence -W Overhead Electric © Electric Meter 0 Power Pole ® Unknown Manhole Gate Valve ® Catchbasin ® Air Conditioning Unit 16 Deciduous Tree (Diameter in Inches) I Coniferous Tree (Diameter in Inches) ® Gas Meter mTelephone Box - - - -906- - - - , Existing Contour X 934.3 Existing Spot Elevation 845 Proposed Contour X(845.0) Proposed Spot Elevation M � Proposed Drainage Arrow PROPOSED HOUSE ! GARAGE DETAILS: FIRST FLOOR = 967.25 TOP OF FOUNDATION = 965.5 LOWER LEVEL = 956.67 GARAGE FLOOR = 965.5 LOWER GARAGE FLOOR = 956.67 *?roposed elevations per D.F.P. PLANNING & DESIGN, LLC. comments. **Verify dimensions and elevations per latest house plan prior to construction. HIM IMPERVIOUS AREA DETAILS 1 ��� 00 Hsi 3-NCHMARK BITUMINOUS TOP OF NAIL ZONE 1.\� --� o ELEV.-9b0.06 Total Area of Zone 1: 6,273 square feet / / - ` 949.6 Total Impervious Surface Area of Zone 1: 0 square feet Percent of Total Area of Zone 1 that is Impervious: 0 9i; 7,11 ZONE 2. / FES Total Area of Zone 2: 16,825 square feet Total Impervious Surface Area of Zone 2: 4,206 square feet Proposed House Area: 2,434 square feet Proposed Porch and Deck Area: 470 square feet o _ SET Proposed Driveway and Paved Areas: 1,302 square feet / X ��. \ f IRON Percent of Total Area of Zone 2 that is Impervious: 25.096 y �� ZONE 3. P \ \ FOUND °� Total Area of Zone 3: 14,893 square feet IRON o Total Impervious Surface Area of Zone 3: 3,135 square feet ��' /� \ \,� �� g/ 4' _ PROPOSEDExisti Percentnof Driveway Area of Zone 3and Paved r that is35 Impervvious:are feet 21.1% �� / / \ R`Q ENTRANCE \'� 1b / ENTRANCE / oC� \\ \ \ 1.1 /50.7 �s i N \ / 95 e„ o �p n \ 2 \Cb X� tX J GRAVEL-_ �/ / 52.5 b s � n / \ \ N \ 1 , / 9\ \ \BITUMINOUS \ / \ N \ \ h° i / / 52. C oC % O \ \ 14 ocs \ \ \ \ _i \ SOF ° � � o o" -s51 957 c RAN \ \ \ \ \ do �� Ax o � ., \ tri / , % � \ SET �o �x -952- -0 ' / -� `\ ,i IRON oo �9S off\ \ \ \\ �9�� 55 54.9 \ ♦ i 9604�\ \ \\ \ \\ \ o- ° 2„ 7 ° ✓ i 952.1 \ \ \ ♦ �� c 5 � � IRON �\ \ \ \ \ ��� g5 / 6„ �g>� - _ _ E" > , \Ck X / BITUMINOUS 0'� \ 8\ o 4 ° - - 1 \ K- mcb \\ o I VL �i f \ ♦< n\ J�, FINIS\HEDO FFLOOR V\� `` 0\_ \\ �„_ ce --✓O x -_ -_- - T._ _ -\j,`S\6�,,�\��Ck♦ YEV.=960.90 9 ! 960) 7 a �/X95 x-'/ � 9s�/ 952.5 6 958_ GRAVE \ ° 959- - EXISTING 900.4 ao / BUILDING`_ FOUND o� p� X-' -X961- - „ ♦ h4 y \ \ \ / c� h�� °�. ` �p� x�o \\ �\ IROS 9 2 - -96 61. B TU�tvtIN-OUS 6„ I /� 5 FOUND °1. �.Z 96� / / / - -964- - - ♦ - \ NAIL f ° 12" -965- z ♦\ •� \ \ / \� \ \ s \ 962 / �° ♦ \ '� - - / / h° \ = SO TF FINISHED Cjt�2 X96 ``� /� 6 1 - _ - _ > ° 6„ �c 3'5 X96 ELEV.=962. X[//,-\ � \ /, Z �r,✓ r 1 c '\ / E ♦% ` 1 / / CO -v /~� / JIY � � /0_ (^� FOUND_ o-��/ 1\ o '<\ o� �7 N 963 \ �� O� /°r LIN ROM LAK ♦ - - _ ,4„ / ��\ q/�\ \\\\`, rnh � IRON j �/ (,�., `� 6 OVERHA / - - - 6T `� o. / / / \ 0�\ i � o �x�i\(P uox / \\ X / g' \ 0 / GRAV \�° \�'\ \ \ i) \ C�D 1P sss 1 ho I� 5s.5 `? ��;� -� o� \ 964 6� A ' / , °! �( �\ `6A 6�/ / s rn 0/ x U ID \ F� �O 62.3 0 i k 7 / \\� �9 o cn 5� iS-,i- SENO 'VAR�;I i p• Esc, I �D \ x,, ) / r- IR \' - TOP 0- NA)L \ 6. / \� `' EL -V-=969. 8 I 96 \642 O.:.. / G ION a \ \ \ \ \\O 60) !1 960 Q xi�Q 0) -�1" K��� \ \ 965 x968. FOUND _ \ °off `� �o o� v� 96' <o / iX19 g� 1 \ \ FOUND �, o o , 2 \ \ g \ \ s - \,► \ h� 2� s o �o-A 1 .� / / `� l ° oZ SET8„ 4 ��\ 8\ \ o 0�` / \ \ \ \ \ s i �� v� �o, o'er PRdPOSED BUILD�JG 2 \ IRON '� �I �� oo �0 6 l 969.6x: F. �$� FOU \\ ,\ h�. \ \ \ �� rn� I \ oo. : n. \ \ 6 \ 9 l ' / o FOPjND `: \ r J \X`'�O�'��\�9\ IRO \, \ ugh \ �0o / \ \ \ \ \ I � 1? o "� 48 O o, L IRON o� 4•A 16\ . 4� j 1. / ' 97.0 LOT 1'� coo M I / FINISHED FLOOR \ L' / rn to \\ 2„ �\ \ r EXISTING ELEV.=968.51 \ \\ \ \ A \ \ \ ° `♦ I i ° .� \ BUILDING \9$� F0 IND -\\ 9� 4.3 \ ° \ \ ♦ o ` �� 2 rn ��\ 70.2 \ oo \�\�o\\ \� \\\\ Q\ \\\� \ IRON `�, \0" �' ! \ / / 70.0 I \ `\N\ORON ' v \ \ \ \' \ � ^ ;♦ \ 7^k I mac, ;�9rO 6 \ \\\ \\\\ ,6\\\ \ \\\ \\ \\\\ ` \ b� IL- L o . �� BITUMINOUS l Q\\`\ \ WALL N°h� Z �\ \ r,\ \ \ �� \ Z\ ^\ \\\ mop N SHORELINE AS _ / \ \ s\\ \ \\ \\� \� \� �\ I,�y, \ �x ^ 60 LOCATED ON 4/6/09 Jag \ \�\ \ j/� i \ \ \ \� \� \ ° �y.7 \ \/♦ \ \ `S \ \ \ 64.0 \�� 34.2 � \\ -�\ ♦ �� SS \� \ PI \ 0-W N \ \ \ \ o / \\ d` POF VHF' �� J \ \ \\\ \\\ \III \I ♦ 2 X954-\ {\ \\ � \ \ `\ \ / \\ a�< L ' \�\ LIN 75' °x n / 15�k \30" OM �' \ h KE o ox \ \ J <. \ G J �FOUND �' \ /�FORND_, �o%IRON \\R,�\ \\�9 \�\ \ �� - \ \ \ \ gb O FINISHED FLOOR \9A\\ \\��9�\\ \\ \ \ \ \\ \ \ ,�'\ \/ \\ �O� C\G\ �\\ r ELEV.=956.62 xvJ / ID \ \\ \ \ \ ., / \ �\ \ \\ \ S \ L co \ C �D p\ 6 " / % i \ FOUND IRON \ �� 2,� �\ � \9s\ \\ \ \\\ \ 95 5 \ �- �\ \ 9s \ / / O \ \ h 2- � � - \ \ x \ \ 6,, \ 957- - /^ n \\\9 \\\ \ \\\\ , \\\ \ \ , /. � . \ \ / �\ ^,` \ \ �; o� / ID A /rte OHWL = 929.4--/ \\\ \ \ \\\ so A\X\\\ _ Y LINE OF LOT 104 1 20 10 O 20 40 60 SCALE IN FEET LEGAL DESCRIPTION All of Lot 94 and all that part of Lot 93 lying Northwesterly of a line running full length of and in said Lot 93 parallel with and 30 feet distant from the Southeasterly line of said Lot 93, and all that part of Lot 104 lying Northwesterly of a line running the full length of and in said Lot 104 parallel with and 30 feet distant from the Southeasterly line of said Lot 104, together with all that parcel of land lying between the Northwesterly line of said Lot 94 and a line parallel with and 30 feet distant Northwesterly from the Southeasterly line of said Lot 93 as the same are extended to the shore of Lake Minnetonka, all in Spring Park (abstract); and also all of Lot 105 in Spring Park, Lake Minnetonka (Torrens Cert. No. 139677). Note: This legal description has been copied from Quit Claim Deed Number 6707499 dated March 3, 1997. GENERAL NOTES: 1. The bearing system used is assumed. 2. ..The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site area = 37,991 square feet = 0.872 acres. 4. 74s survey was made on the ground. 5. N,) current title work was furnished for the preparation of this survey, legal description, recorded or unrei,orded easements and encumbrances are subject to revision upon receipt of current title work. 6. Elevation datum is based on data obtained from the Minnehaho Creek Watershed District. HSJ 3enchmark is top of nail located as shown on survey. Elevation = 950.06 HSJ 'Benchmark is top of nail located as shown on survey. Elevation = 969.68 7. Zoning = Presently LR -11C (One Family Lakeshore Residential District) per City of Orono. 8. Setback requirements per City of Orono. No structure or building in the LR -1C district shall exceed 2 1/2 stories and shall not exceed 30 feet in height Front Yard = 30 feet Side Yard = 10 feet Rear Yard = 30 feet Side 'ford Adjacent to Street = 15 feet The zoning and setback information shown on this survey are per Orono's webpage, last accessed on 4/9/09. No representation is made for the accuracy or completeness of said third party information. This firm is not an expert in the interpretation of complex zoning ordinances, compliance is beyond the scope of this survey. Any user of said information is urged to contact the local agency directly. 9. Vorify dimensions and elevations per latest house plan prior to construction, this survey relied upon plans from D.F.P. PLANNING & DESIGN, LLC., Comm. No. 209144, dated 4/30/09 (no revisions). 10. Proposed ground elevations to be field verified by contractor for drainage. LOT CERTIFICATE SURVEY WITH TOPOGRAPHY AND PROPOSED HOUSE for: SHANE HOMES INC. SITE: 2933 CASCO POINT ROAD ORONO, MINNESOTA CRY Of Orono pbmg & Zoning Plan Revie Sffle Plan Review Date: 0 APPROVED DE DAPPRE VED WITH REVD%,S (se� nates) shwz LlLf4 CERTIFICATION: i hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Date: April 6. 2009 Thomas E. Hodorff Minn. Reg. No. 23677 Revtsjor, Histor 5/13/09 AddedPage 5/19/09 Per city rrIcommentsaiculation Sheet No. Book ISO �� 1 O F 1 leoh^1O� W.0, Number P File No. 200915001 1-3=7807A Path: J: \200915001 \DWG\ c 14