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,