HomeMy WebLinkAbout12517 ARDMORE AVE Construction Notes: � � � Service invert elevation = 925.5
1. Install rock construction entrance. �9.�� O� V �� (Per plan) � '
2. Install silt fence as needed for erosion control. I �� � � a,
3. Sidewalks shall drain away from house a minimum of 1.0%. AGJ9'�,�X I� �, ��\ Lot area = 15764 SF � �
4. Contractor must verify driveway design. 1�a.`'� / /' � � House area = 1863 SF � �i �
5. Contractor must verify service elevation prior to c struction. 9.� s3 935� �� �� Porch area = 103 SF � � �C
6. Add or remove foundation ledge as required. °� S9� I �� /� Sidewalk area = 51 SF '� o � �
7. Retaining walls are conditional; Wall installed if the grade / 9 � g3 ,� � Driveway area = 714 SF � CC3 � � �
exceeds 3:1. „`�,1 �3 � 93S so � �� Total Impervious Area = 2732 SF � � � .o �
Wall will not be installed if the grade is 3:1 or less. 0�9+45/`�, � " � �5 6 g3s4 S� ��\ ��� Impervious Coverage = 17.3% � z � �
General Notes: S,J 9`�4,9 / � `9 3 � ,(1 �J ,� \� C�.{ � > �
1. Grading plan by Pioneer / " S�y 'i � '►' �� � � ¢ Z �
last dated 12-09-20 was � �36� /� �v���s gJ ���jQ \�� � U r L M
used to determine proposed / / \ 93*9 \, �o�O ,� ��/ � � y.� ��.-°, ^�
elevations shown herein. � / � / � �3, � � `O/,/ �� � C� � � c�v
2. This survey does not 'I ti / , / /� \ � 38'' \��,i/ \/� V � V a�
purport to show improvements i�� � ��� � \ � C � �
or encroachments, except as � � / / i � � � ZEj.4� �� Q/� �� �I--1 N ~
shown, as sur�eyed by me or 933g x 933 � g3q\� �i� :\ �, R�4o �V/� �� •� �..� o
under my dire t supervision. 9 x/ �•/ �'�� / ��� : � 93 � Q� R; QQ �, � �� � a
3. Proposed building � Q�' �� � �93 �i ^� � a g3s�4� \ g3qs 9,� ��v4'S� pa�O� r l
dimensions Sh W� are for 93 93J 93 X / 4 � / . Q� � X 4S h .
3 4 4 `�. \ � 8) � / � ! O St2 r� o \�
horizontal loca ion of *X ° �,c � 93 � � / � R � �
structures on the lot onl 933 � � �s � \N A �� , s 1� �3 �(Q'
Contact bu`�i�@ prior to y 93 �1 x s �----------------- �F�� � ��`\`\ y\ " ��i/���J � S`�`��� �� � �6� �o0 34+�
construction r opproved 3s 93 � (��� � �/ �� / i� � � �\ 9356 0 �
construction ans. -933 �� ��� � i � s� � \` �_�6 17'35"\ �
4. No specifi c soils � 3 x \ �/ 9`�35 ��O 93q2 '� \\� /'1 .�,�i X�a� \� \\ j 17.06 �J ' 3'�
investigat9o�i�h�eer� x �'�' '�` � ,�` o'� D� � \ / '••., � I v
surveror�As uitobil tb ofhe 9a / Q��� I � /�aJcQ�//�� �\ ��9358) o �9358 935� \\ i� 1 93s v°�
soils to supp�t the specific 33x y / �� ��/ �c Q / s3 \\ � �\� D \\ ' 1 y � �
house propose is not the / 3`�S x /93j "� pp���c / Ss x �\ j � e�s~���p ,� � -�4� �/ L �
responsibility of the surveyor. / / 9 / / c � � s�, �°i� gP � 9 � ��� S o � r�
.
5. This certificate does not � s,� � / o � � s � e 3s �s3 Z s o
� 9 '�9 �/ A� � 4 � 358 � �f �� \� ��r93 � a 3 F �� 3
purport to show easements 9) / x / �,gc ),°Y�� x \ ,pera` � S(3 y¢ � c
other than those shown on 933� � 9, /i�/ /a i ; � � ,p f�/i �j " 934 � p � � �
the recorded plat. x � /'� ��i �c� � � \ /�f f'y � 4 _� d y u�i v
6. Bearings shown are based ' 933 ''7 / `'� s ! ; ; 3 \ � � C � �
on an assumed datum. � / s x /����� � / �~j^ 3s'X ; ?7 g3job \Sz \ 9•�.�9 Y a �.0 � w �
� � / � � ; '3 � \ U� �� �, O
/� i � �-
`^/ 9 x / � ! � i � --�9j Q L 3._ C
V !a �l� � 334 9334 x 9'� 6 93�9 � 936�X. �� � � � i j Se �s� 93SS � IQ 93 m� U� N N C .
� � � _ � � : ? ^' �6 �936 ��� " { � 39 W � C QC
'''''''''))),�^ 93 3 GJ: i i ^' V � ��n� N� ` 7 � L
�(j�( I /`, ( �� y O a� � a�
-_-'1`IV�/J � /' 3X / \�� � ( O� � : j^ �l^ � / 93
�X ,j \ L T
� ` �� 9`�te X j i� � � ;� � s,� X 9`�6�� � �8 3� � {,,�' �U o .. �
� .s i +' m
� �� ��I � �'� � � 93 _ i ;' ''9369 g3�3 � J� p� � o
�� - I I � � � 63 � i�i s� 83 � � +' 0 Q � I
�����l� R�V����. � � 9�Q ; ; , . ,, 9 se
A� � � � `�� N 2 ' �8 's6 / �/� �� Q rn o � a�
�'�' LiC ��^��---- 93 \ � 936z ,p "� < `3 gi ��' ( ; Iry 93�S � 935 /^ � W �� � j
�t]cE;� _� U ` _ . � S '8 a' : i ^ /' w9 S� 3s L S
/��/" g3 zX \ � , �' 9� .6 J ? g �'J• � � � N O
•6 � / �?9 �9 \ 9`�j� ( �'� � 9`�6g 9365 9'�63 9 � '� �� G i Q
V
0�,S� 349 \ \ x ' i I l� �. 363 � 93q / � U N
�3 � ''� � C9O; ; 6 e,�, 9�,/2 ? I�� � � �
6''' 93S) 935� \ g3 ,�O' j ' ; �0 6 � �Li� / �
� Denotes iron pipe � X 93s� s3 \ ,? � ! i O! \�2 / 9343 �� v � a
�S 6'X � ' 2 • � SS� 93s�3ss � /
�° Denotes service y � 6 ; �y � `
� Denotes television box '�Ss \ \�3S i 936, �O � � � _` �� �/_ _
� Denotes electric box �� 5 93s C ��j i h /� `" //
Q Denotes telephone box �� h� O 93t �
9 �� 9 / � S _V �� � � � � 700� �
X OOO.Oa Denotes existing elevation F 369 � `�O��(y ° ry � C ��" U
( 000.� ) Denotes proposed elevation yoUt;,�9 \3� 93s? j 93 �Cy � / O // p'' - �?`� �,
Denotes drainage flaw direction Se 9 � g36 � � / s3s l ?s � L/ � y '^�� �
� Denotes spike `�?� 8 93 tr� g 7� s� /1� �' / ��' �r� y
■�����■ Denotes proposed retaining wall sXy� 9355 9354 "J �/ �� � � ��'a G
designed and built by others. � s3� s ', � � \ Q�T� '�3 �">
2�� 9 93 2X 936z x 93S4O93S? ��`` 348 •�� / �/ i� ; OL.LL 3 �
REVISED 8/4/22 GRADING AS-6UILT 'so �� 93 �, ' ;, �o �� ' �
2X 93 x�� 94 n, � �
53 3 V as"i
We hereby certify to Lennar Corporation that this survey, plan or 93�3X X* 93ss /p�� e O�� �/ � Benchmark: � c �
x 9 x l' 930 �� / � Top Nut Hydrant = �-
report was prepared by me or under my direct supervision, and Lowest opening elevation per groding plan :937.0 g `�3 6 �� � , �, t
that I am a duly licensed Land 5urveyor under the laws of the '�?4 '(�9 s3s /� � / Elevation = 946.50 � G
State of Minnesota, dated O6/07/21. Lowest floor elevation per grading plan :928.5 e�C g,� v �� � �/ �� � � ;� o .a
"s �
3 � � � � a���s���: a o s � ._
�� 10� 2�� � �' 1.)OG-09-21 Stakehouse
Signed: i eer E gineering, P.A. House elevations (Proposed) / As-built / i / / z.�o�-z�-zinaacana�css z �� � u
Lowest Footing Elevation ; 92g,p g2g,p / / � s.)os-oi-2i nddedCuTbsn�cz o.�: N a
BY: To Of Foundotion Elev. � � � 4.�o�-n-ztRescatteho�se W� � �
5. 10-04-21 Foundation As-buil�
P :(937.0) / 937.3 �
Peter J. Hawkinson, Professional Land Surveyor e.)oa-cw-zz c�ad��g n,-n��ic �+ � N� ; a
Scale: 1" = 20' Garage Lip Elev. � Door ;(936.7) / 936.9 .� �o C
Minnesota License No. 42299 email-phawkinson�pioneereng.com � � �.,� �.
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