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HomeMy WebLinkAboutSURVEYS 11x17 1011.8 / ` ' U � � �� � , $-+ l� ' °' j; x ,o,s.s `� � i � � 1--1 -'L� � •-- .. x io�ze > ,y�p <� i� 4-1 C/� o �� `.Q o x ioiz.�� S oLs s�, �,�i o � � x i oi zz i fQ� � o' i � � ?3 , � x,o,z, o,,e �(,o,z.o Po, �� o, � 3 � _ </' V_ \ O � � o - /� � � � � � -�-` '' ��`� � C� '/ ��] \` x ioi2.z \� � ''� � � v`V'i o .Wt ��" 5i�, r � x�oiz.3 `�\ �ioi2.3 � .�.� � '^ � -, . � � io�z o x�oiz.z � i � � z o0 + "' ''" �'i�1J�L.j1� '(+�'�����; ' vO� / 10 I x to�2.e \ � � �1��3.5 1012.27 \�� ���� �{Oh4.81 �I•-I � � �� � ` � 1012.3 � � � / D�' / O � C..) ,^� 'J� x ioizs I � � �- Benchmark � i�'� � �I' y •� �- ' .. . . Y � �_� � � � X lOM17�2 //� �✓ � 'C C C I , � � � +-► �- o � � a � I �� 4��4 �lioiz.z x ioiz.s x ioizs \/ U � c� a � � � � ioiz.sx / / \ � � x ioi2.s � � � � � \ �1��4�) 1012.25 �� � b � � x ioi2.s �oiz.s � x�oiz.e `� N�ioi e � ` �� �- Benchmark �/ � �{� � N I "•' i � \ �\� 29,s4 N ioi�.� \ � � � � �o � / � �-+ - ioiz.s I � I I .=� � � �' / � I I 1012.6 x1012.8\ 1012.4 � � �' '� 1012.5 � � I -�q12.6 / � �o x,o,2.s r � / � -� 1 i 31.67, i ,o,,.a / � a� x iaiz.s ioi �d o � � 10 � 1012.4L I I Q . L(� � � jX 1412.J � � X 1012.3� '� a � I �O�� � � .� v O � X O � X , I �p � / � o I � � - a I �' �ot�.9 ��\\{{''''���� � . % X 1012.6� � � 1012.6 � � � _ N I O O � � ,o,z s � , � � i ° �~'�.. p � N X101 . 1012.6� � � �_ • � � o � x io�z a r." o � X ^ 2.00 � � m,� � .=�- -- ioi .a � x ioiz.s �� �J 1-�- � °� c - ( ^� o � � Q � , 1 1.8 3 I I � � � a> � o- ' � p. � X 10122 x 1011.8 I ���O � �_ � i .�" i O I i '�' � .. � O i- Anx� tf) , � 00 � i :' I X 7012.9 O � � c '� � � � ��G,�C '- x�612.6 i�� x;012.6 � � � � O O�J ,O ��i O e � / a � � �i ����ioiz_e �200" '' I � � � � �� � � � � � Q � o 0 y �� � O O 10 . 10126 . i ,:� � � p3 �\x1012.9 �l � I � J � +�, �yy Q 7 � O �� � � N. Q� � V N W � � W O '�'� �m Z I x ioi�s o o � , I o r� � o.? � � ioiz.3 �1 I O � � � �n �,, � � I N N i� � 19.50 �oi:z:5 ; c� �o � c Q,a� �`�` � � x io,,.9 �o��_e a, X �iz.�� �P � n � �� � � �\ x ioi s � � I o � p � > .o -o �� ��.3 � ,}� I � ioiz.a_ I � m � -'-' � �c� � x._.,s I � o ; �� x i e ,�� ioiz.s � � � w � � o w .. �� � 16. x�io�z.s o / 24.00 � o L ;. �" � '" --�----- � � � o � � � °ioii a` � o � � o ioiz.s �iz.s � _ � -+J � � U � u� � � � c� "� i� - �' c.A d � - - - - - - -o - � r- - - - - - - - - - - �--eo- - - - - - -, � I JQ � a�i om � � `C0.t o i t.8 � � � �, L C f:... � �� .� ���\ � u� � I I OJ 1013.5 � � +� � C� � "" u g� 1010.9 e x 1011.8 1012.8 1013.2 � 1013.0 1012.8 � � � � � 1013.5) 1013.15 45.50 � � 1013.085 Og �'i I I �� � o �� 1014.5 / \ N r, �a�20�� o ���a � � � � Benchmark Benchmark o � � � o = o �oii.� � � . �`,, � x�oia.3' � �ioia.z � � � x 1013.6 v � .,�= � �'p 14A b x 1012.9 � N ���, ........�.`:.. � X 101 1.8 x 1011.4 � �� � � � � x 1014.0 � x 1013.5 1013.0 I I � � .. � � ��� d� `,v VOCQnt Q � I I -6 i � � `'i i\ O t� � � I i Q S$.��8'�8„ 144.79 � ; I � � �- � . . �� � � Denotes iron pipe Construction Notes: � �j5� Denotes service Lot area = 10778 sf 1. Install rock construction entrance. � q-• House area = 1853 sf � � ��o � O� Denotes television box Porch area = 123 sf o»� � 2. Install silt fence as needed for erosion control. �-�. � 0� 10� 20� p.; � _,�„A Denotes electric box Si d ew alk ar e a = 41 sf � G ❑ �, 3. Si dewa l ks s ha l l drain away from house a minimum o f 1.0%. � ��penotes telephone box Driveway area = 745 sf ` °' �' 4. Contractor must verify driveway design. �� �� ��° 3 5. Contractor must verify service elevation prior to construction. � X 000.00 Oenotes existing elevation Totai �mpervious Area = 2762 sf � �-�o �, 6. Add or remove foundation ledge as required. � /�( ) p p im ervious Covera e = 25.6 % � '�'���- q` 000.00 Denotes ro osed elevation P 9 •� � �p�p p, y �f� �- Denotes dralnage flow direction SCCIIE: 1�� = 20� Q� 3 � General Notes: �. � � Denotes spike a�► � aw3 N > � 1. Grading pian by Rehder last dated 9/11/18 was used to determine � � proposed elevations shown herein. � �� Benchmark: � � 2. This survey does not purport to show improvements or encroachments, We hereb certif to Brandl Anderson Homes Inc that this surve Top Nut Hydrant p � except as shown, as surveyed by me or under my direct supervision. �Lowest floor elevation er radin lan : 1007.0 lan or re ort was re ared b me or under m direct su ervision, Lots 9-10 Block 2 �/ 5 � w 3. Pro osed buildin dimensions shown are for horizontal location of p 9 9 P P P P P y y P Elevotion = 1014.81 ��t�� P 9 and that I am a duly iicensed Land Surveyor under the laws of the �T� � v, � F structures on the lot only. Contact builder prior to construction for � / State of Minnesota, dated 09/23/19. F'y"� � �� o �a approved construction plans. House elevations �Proposed As-built Rcvisions: `�+ � � c 4. No s ecific soils investi ation has been erformed on this lot b the A� • surveyor�. The suitability of9soils to supportPthe specific house proposed is Lowest Fioor Elevation (1007.7) / Signed: Pi neer E gineering, P.A. �J 10-01-19Stahehouse g �� ,,� F ori not the responsibility of the surveyor. Top Of Foundation Elev. (1015.7) / �a" � u , 5. This certificate does not purport to show easements other than those �� � a Garage Slab Elev. � Door :(1015.3) / BY: � � � � � shown on the recorded plat. � � � � 6. Bearings shown are bosed on an assumed datum. Peter J. Hawkinson, Professional Land Surveyor �� y N� � d Minnesota License No. 42299 email-phowkinson�pioneereng.com ^ � ry� o � �.L.� � p,