HomeMy WebLinkAbout14001 APOLLO CT �J x 939.7 �z 939.1 � �\ \ �\ �
Construction Notes: Service invert elevation = 929.9 '� �939.8 v1 �.� � �
1. Install rock construction entrance. (As-built by others� X 939.9 940•a J 3s.o�o \�� \ 4"'� Q,
2. Install silt fence as needed for erosion control. s � _
3. Sidewalks shall drain away from house a minimum of 1.09'. � �� � � r\ ,� �'
4. Contractor must verify driveway design. � x 939.6 X ' /�s4o.s �+ �/ � � .� �
Vacant s+o.s / � �/\ � � � ^
5. Contractor must verify service elevation prior to construction. Lot area = 16025 sf n��� 940.0 / �o e s+o.3 Ji \� \ � �,, �,
6. Add or remove foundation ledge as required. House area = 1765 sf /� " ` / 94�.0 \� �� � � � � � � ^
Porch area = 87 sf X41.g941.6 � � � /� � � � � �= --
Sidewalk area = 59 sf x eae.i / tOb 941.5 �
General Notes: � � \`• � � �1,z �-: �
Drivewa area = 651 sf � �41�� � 9ae.e � 0/ \ y., � �-
1. Grading plan by Pioneer Engineering last dated 06/13/18 was used to y t� / � p 6' � �
Total Impervious Area = 2562 sf l� X 935.4 1 O �. \'� � V � � O z
determine proposed elevations shown herein. Impervious Coverage = 16.0 % J x � � , �� �O � � \ � r � L � c
2. This survey does not purport to show improvements or encroachments, 9355 y�e Yd` �, 1 ,L \ y�� ae.e� ��� `/ �r;
except as shown, as surveyed by me or under my direct supervision. 1 / O O ? � � � _ c�
3. Proposed building dimensions shown are for horizontal location of X y 3 Z.e x 933.2 � 94a. �' / �' � � \ � � � �' � � � �
s truc tures on t he lo t on ly. Con tac t bui l der prior to cons truc tion for � � � G� 1 � +�'.S � � � �:,
approved construction plans. X 932.9 /� �� 9 �'o �v � � o• e4i•s Fjh\ e \ � � `O a �
4. No specific soils investigotion has been performed on this lot by the \ saz-� x 932�' x 9��0 9� ���' � eaoz � \ � N �
surveyor. The suitability of soils to support the specific house proposed is / 1 �f \ {..� � �
not the responsibility of the surveyor. x 93z.6 � / x g32.5 0 r 94� 941.4 ` 940 5 3a.a •i--i �
5. This certificate does not ur ort to show easements other than those x 932.1 � �6• c� 41.6 x g4�,� 1�39.6 �
P P 931.8 X 2.2 �
shown on the recorded plat. � �$� x eai.i� �
6. Bearings shown are based on an assumed datum. y�! /� � 3' 4�.� 941.6 9J9•Z
�Og ` r s � X�� � x941.2 �X 940.3 �� 938.9
931.1 i � . , i s �
1�� x 928.6 i G q s /
�K X 926.5 �- / � s� ' 1 � o / �� 939.5�\
� Denotes iron pipe �� / .k� � � � ! x gao.i
927.9 � 32.1 933. Q �f � X�940.9
�� _\ wo /
Deno tes service \ x x 9 3�8' x g32.e �� � g g �'� f \
� Denotes television box \ �
i
� Deno tes e lec tric box i� � l 9� 939 9 X �
x 940.4 ..
Q Denotes telephone box � 9z5•5 / S p �
928.0 X 932.4 � �
X 000.00 Denotes existin elevation � �' J���� g39.2 x 9ao.� N
e Conservation eas'�ment- � � c�„�
( 000.00 ) Denotes proposed elevation x yZ4.9 per grad 25q2 plan X 932� � x y�e� x sao.z = � Q
� Oenotes drainoge Flow direction � / x 9�� x ga0.t +,
� Denotes spike I � x g3�.s / �35.6 X Q +,� "-' O
� Denotes proposed conservation post \ X 927�9 x 932.6 f X�y � � N 0 �
� O� \ x 9323� x 938.8 Q a� � y
I �,6' X 9�4 5 � X 925.4 / x 935.7 M Q � C N W
I 1 s� X931.6 / �x ! a Ua "�� ��S�
�O O�� \ x 928.8 /9 3 2.5/ X 933.3 e a Y
z Z
���9� � x 93#:`) x 933.4 C>O �~ � T � w F�-
� � � x931.5 / x932.4 41.6 �^ �+� 7_
I �l'' �j� X 925.9 S w ` C U •O.+ `
II I � �^ �,-924.\ '�30.7 x 931.4 �O L U p m m
�Or,-�L \� 928.3 �� � Q ..
I x / x s3i.s '��c J� �� Q v
� I � X 925.4 x g30.8 ^�• X 33.3 � �� � �
� W E T L A N D B \ 925.9 x 928.6 ` �� C9 c o
� �
a , OUTLET=924.8 x sz..e � � �
x 928.
�: � � HWL=925.0 ���� Se p y=°
9Z4'9 10 DAY HWL=926.8 ���' Wetland buffer � �,ov U �
sza.s I
per gr ding plan-
U �
Wetland buffer 924.
per grading plan -� ���`\` ��' � ers.o �, �� � ¢
� �'-_ ' x sz.s J
� � \`` '�--___ Edge of wetland ,�' � ,
� per grading plan
� \ Lowest opening elevation per grading plan :933.2
� � � Lowest floor elevation per grading plan : 933.2 � = �%� �
� L. \ 0' 10� 20� L�.i s a a«r ".
I ,�6 " House elevations �Pro op sed� / A - il ^=u L
�6�� Lowest Floor Elevation ;(933.5) / 933.6 �` y�" '�'�
�(���j.(��(�S�v �.�.= c`
� �.�\ Top Of Foundation Elev. ;(g422) / 942.2 '�j ` --...`•''
� � �OOj �� �-.� � Garage Slob Elev. � Door :(941.5) / 941.3 LJP Scale: 1�� = 20� 0� _ ��� �
� ^o�.� ��i9'���j ,Q-1.�� � �
I �./ Benchmark:
M ��1 -� !` �'!'= .�'°= " ' " � We hereb certif to Lennar Cor oration that this surve lan or re ort Top Nut Hydrant �j � �
� I , +�=- � .i 7.;. . _ . ., - Y Y P Y, P P Lots 6-7 Block 3 � o
Q � � ' " ` � � was prepared by me or under my direct supervision, and that I am a � � � u-
O �_ �` ( � Elevation = 942.58 � z V, _
� � duly licensed La�d Surveyor under the laws of the State of Minnesota, �; � ;
Q . d a t e d 0 3/2 9/1 9. �z o '�
� Revisions: _ �� d' i
� REVISED 08 05 19 GRADING AS-BUILT Signed: i eer E gineering, P.A. 1.104-0I-19Stakehouse - Jz � ��
� / / 2.)R-5-19 Grading As-built - =.� pp ;3
N \� BY: � : �' � c
;:� o :
�; � ���_ eter J. Hawkinson, rofessional Land urveyor �� � �,� � :
s24.� � �-� Minnesota License No. 42299 email-phawkinson�pioneereng.com ^ y v z �• �
924.4
w