HomeMy WebLinkAbout12533 ARDMORE AVE 937 933 S /\ 9336 �
7 71
(93�'4� '�93�• 9`�3,3 �� x REVISED 8 4 22 GRADING AS—BUILT � Denotes iron pipe �, �
9 26 36 »� / 9335 / / / ,�sa i-1
4g 45 � Denotes service ,, o �
3�'? �0 9333 / � Denotes television box � •.--i o o v
3 �� x/ � Denotes electric box � � � � �
� � X ❑� Denotes telephone box y..i y � �
� � 93`�S /' ��0o X 000.00 Denotes existing elevation � � � � M
M � � // 3 / X O"�� �00� , - a 37n � ( 000.00 ) Denotes proposed elevotion � �C ,'rf, �i;
j Q 3 933g � i� '�,, / /�,, � Denotes drainage flow directian � > z o
� a �l �3 99) � �� �/ � �I � //��//v `J � Denotes spike � � M � �
o Q � i � � � ���r_ ■�����■ Denotes proposed retaining wall � v; - ,.;�
� � / x / / 't , j designed and built by others. �,,•� (� v, o N
� O�C / 9335 / J� / 1�� I�V�4Lr•v�� U � c
x �� � �n N
�/ Vl
93 O � / � 933� / " 9 �� � �� `�--1 � � a �
r���f �
o s O` � /� ��\ x 9334 /' 33 / g3zs 3 Z9 I L �GW"•• 'L� $efVlCe invert elevation = 926.0 •�„i � �
� x 9 � (Per plan) �
93 � 3`�3 � T l
w / 35 ���\ / �L / ' x 93 `�
� / �`�\�' Q 'I '� � 48 y Lot area = 16531 SF
N � �c^� � �� �� 9�,� '�?o House area = 2209 SF
s3 �`� ^� � � Porch area = 151 SF
jO? I� � � 3'� X 9335 � ��. ��o`�� � x,9 / \ g33j yO�Se ��t56 Sidewalk area = 29 SF
� � �o �� / 329 / X s? Q Driveway area = 720 SF
� � o ��� � � / 935z� s3j Total Impervious Area = 3109 SF �
� � 9'�33xC � '�/ �� " �° Impervious Coverage = 18.89' o
Z / /' Q U �� / \ 934 9 � �
/ 9335 /. Q �� //�' /� � X �� X g35' 93j � C
/ 9336 � � � 935� 9 \ �2 g3s � �
j / � `�7 � 9 Z � +;I'7
� / x 9� -� o m
33 �/ /� � i�' � ( 36'\ � y3 936 y3 F 0 Q o c
�t // / � � g3S i/ � \� 56 3 t�bs9 9365 � � d y N O
/ 1 9 6 / fA �
930�`\\`�� / �(933.5 � �/ 1 � z /�' ' 42� 9 9� 9359 3 *X 93669364 � a � C � W p
`�� � / � / I s � X
����` / x 933 `3 i� ��E.O.F / ` i j i 83� 9 3 6 p9`3E p X g (� �� � .+
7�` 3 x V�/ '� 9 . . fo .S� 36 � L ++ C
�
9 �I i 6 \ O
� 3 36 ' , 9 '1 7 •- N
� 3 / � 0
�� •5 � I 'Q'' f � 9 \ — c >
� �� i I J6 93 9 3� m V � �
� . 6 9 9 3 �
8 ++ C
�� �� � � g cb � i 5 •6\� . '�5 � '�SS 4�6 N > � —
/' g3 X933 , ``\'2j•�.L\` / x3`�S/ �''.� ( � � ': ( �ry iU� X9�\ �J S 9353���• r— � ` � N N N
35 7 � � � i � � � � � � 4, � � � � 93 � // � L . T
g _ / / �� / ; Q r.; ; � � � Q � S q y34 � � t V O � 7
� �� / ` ����� y � � �Z i^� `✓� I��.�,,h• y z x 9 �1 y3 8 / O +' E -v m
� ,, 3s� � I ; a>•� g3j / '�sa s.z �� / J ?� �� v o
� '� ���, �o` "4 � � I �`� '? �0 93s / O +� O a �
/' � � X 93S ���� �76sm 93 3 ` � � �, ? `Sf� 9.)�� / '`� 9'�48 / / 0 � N
� s3j h � �� ���� Q? ; i ^ s o�3 s 93� Ac L / Q�� '"� v�
•B \ ¢i 3 / 93 a ►7
/' � � 93 ,� � t �'� 93?7 4 4 93 65 / � W �� � O
\ •7 9 —
1 : '� 9 63 3t. � N
� X � 36 g B / � � L � _
� \ I'/ 9 93 \
9 i � 5
i 36
x 934 \ s i 23 ( � � •9 S S� 'e �� � �
9336 / .5 �\ � X g36 S 4 � � �; lQp' 3 6 � �g \� g34 9 � / V �
/ 9 s� � �
x9 X � � p i •� 3) -/ 1� / � i
� `�3 p 935� � !� C� i ! �� �?g 4 `"� � v
I 9 � "�
\ I i 3 \�
\ \ g3j' � ; � Q 9s 77 O� / g , �r � Q
���� � x 935,0 �I L J 935' \ \ ':2(j S I � �3 / 36/� 936� 934�_J Q / �� �
2 g ��\ � L / � � f� �
� � Q
>> 93 �6 9 � Q i � �
? � 3 h• �(}�
8 � g3j�Xx BS 936' \936Bx 9J�4 � ^ 9350��•0 / `
Construction Notes: s3 x 93 xs � � �' ^ � ^ � Q
1. Install rock construction entrance. 2� �4 �S s`3� / 93s/ � � ��� � � � �c� 3
2. Install silt fence as needed for erosion control. s3j 5 ^' \ � 1� 1 �� �� �O � � � 0� 10� 20� p., _ �a� �
3. Sidewalks shall drain away from house a minimum of 1.0%. �x 936 y3 �� � �/ � 93sy � � Q � �x� t
4. Contractor must verify driveway design. 9 +�b�s 93ss � 936� v / � / �u `°`�� ;
5. Contractor must verify service elevation prior to construction. 93jo � Q" � •� o ,;;,;;.o �
6. Add or remove foundation ledge as required. 93j X936g 93s� 9'�s� � ��oa Q
7. Retaining walls are conditional; Wall installed if the grade exceeds 3:�. yOvse X s d, 93t•9 Scale: 1" = 20� � v � �3 �
Wall will not be installed if the grade is 3:1 or less. � 93s X�� �• Y c.u.3 �
General Notes: OQ �+ X � s oi� 93q � Benchmark: �
1. Grading plan by Pioneer last dated 12-09-20 was used to determine V9 s3�Z 36s �—/ 9 // Top Nut Hydrant •�� �
proposed elevations shown herein. x / / Elevation = 946.40 _ J J o 0
2. This survey does not purport to show improvements or encroachments, We hereby certify to Lennar Corporation that this survey, plan or �^ = w
exce t as shown, as surve ed b me or under m direct su ervision. Lowest opening elevation per grading plan :937.5 re ort was re ared b me or under m direct su ervision, and V' `
P Y Y Y P P P P Y Y P �T� � a�z p '�
3. Proposed building dimensions shown are for horizontal location of Lowest floor elevation per grading plan :929.0 that I am a duly licensed Land Surveyor under the laws of the '•��
structures on the lot only. Contact builder prior to construction for State of Minnesoto, dated 06/15/21. R��;S;�as: a ��� � c
approved construction Plans. 1.)06-16-21 S[akehouse � Q �' �'� �c
4. No specific soils investigation has been performed on this lot by the House elevations 1Proposed) / As—built 3.)0�-27-Z�nddcdnd�,rss � =,L^-u � �
Signed: i eer E gineering, P.A. 3.�i��5,i Res��keh�uSe 4;, N
surveyor. The suitability of soils to support the specific house proposed is Lowest Footin Elevation �� � •`
g :�929.�J� / 929.5 dJll-09-Z1FoundatiunAs-built
not the responsibility of the surveyor. „ � c� � c
5-1 OR-(�-__('iradine.4s-buflt
5. This certificate does not purport to show easements other than those Top Of Foundation Elev. ;(g37.5) / 937.5 BY: � N� � n
shown on the recorded plat. �� � N ° �"
6. Bearings shown are based on an assumed datum. Garage Lip Elev. � Door ;(g37,2� � g37,2 Peter J. Hawkinson, Professional Land Surveyor ^ � N� � �
Minnesota License No. 42299 email—phawkinson�pioneereng.com M'��