HomeMy WebLinkAbout13961 APOLLO CT Service invert elevation = 931.4
(As-built by others)
Lot orea = 12512 SF
House area = 2395 SF
Porch area =102 SF x 943.0
Sidewalk area = 51 SF 944•� x sas.s
Driveway area = 651 SF
Total Impervious Area = 3199 SF x 943.6 x sai.s
Impervious Coverage = 25.6� saa.o I
X 943.0 I
15a,g 944., I i
X 943.5 I � /�
X943.9 ` I
944.0 X 944.0 1 941.4 � I
941.3 ��
saa.i X Gr� x saz.a � I
x 937.3 x 937.2 ���0��,�9ff�I.I X 940.9 941.1 E H o�Se 944.1 943. 9 Z�9 t01 II � 1 I
V�
939.4 � � �
X 943.1 � 941.5 941'1 i �
943.9 942.3
942.4
941.9 / \
944.1 ` � r
X 936.8 x 937.1 � 943.8 J� � � � \\
X 936.5 L X 941.1 942.3 i � �� � �
X 940.1 940.7 941.��� � / 942.6 940.8 �\ /'1 \
L �
x 939.� 941.0 � � 943.3 \ 942.2 � I \O \\ O
940.8 i
� eaz.z i �� G
x 936.0 939.7 939.8 �940.2� i � / 943.1 > � \ ! � �iC�
� 15
� ,� c� O ��
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/ � i 943.1 O� Z 943.2 O 942.\ � O 941.9 �j1 (��O \
L � i � , � �
� 1�c
943.2 tJ� � � L�o ` $ � � � O \
� � 937.9 � � / 943.0 �j � � rt943.0 \ \\ 940.5 (� �
N �
�ci � � � sao.s �6 �� ° N' ,°� � saz.o�
rnv� � ' � ----------- �� ,°p 4�` sa2.s ��
� 75.2 - x 938.5 `�� � 943.1
935.0 93 2`� __ 934Z_��>�-- �
-- , , 256�
.6x 935.0 \935.1 X 938.2 `�� ��
v� � 941.3
Q ` I Q y �� 3.3 ��943.2 943.1 941.7
I •�0 � `� ' $• � �� 940.1
940.5 � �y;.�„ 943.3 x \ 940.
940.3 � O � 941.8 940.5
934.9X 20 I x 939.0 �.+' � o , 940.7
(0 I O 2 � S / 941.0 � 940.5
� sT
934.8 (� '� 5$ x 942.4/ 940.9 �Q
N I 943.0 / �941.0 '�
s � I X 937.9 943.0\� � �
O /
/� 942.8 / / af 941.0 X 941.2 X\0.9
I x 934.3 940.0 � Q.Q�� 942.2 /
934.4 x 933.3 942.4 X / 941.4
34.3 X ■ 934.1 .��' x 938.5 942.5 � X
X 933.9 - � I gqZ.2x / 940.9 942.0
x 938.1
X 933.9 :� a 938.9 939.6 / �940.7
� I / �4 x 940.2 x
X 933.8 � �g, / 941.9 e 941.2 40.8
� a I 3 937.4 X 93 936.9 3�� G�da x 941.0
� �+' I X 936.9 935.8 /
941.9
� � x 936.7 / x 937.1 41.6 X 941.7
w � X 933.8 935.7 X 934.9 �
� �j932. /
/ X 938.0 B41•6
� � 942.0
M x 932.9 � �j932.6� / �f x 933.6
/
932.3x 3� � �I / / / 932.8 938.5 ��c�'1.�5e
x I x 932.7 / x 932.4 x935.7936.8 �N�J
932.4 0 o I � $g g5
� / / x932.6 933.6 936.9
Q / 933.7 933.9 A
Z I / / 932.2 �
X 933.1
I /
/
933.9
20 I � / x 930.2 x 932.9
/ X 930.2
p � � 929.5 X 929.3 x 933.2 X 933.9 �I �� l �Cj ��✓
^X 931.3 X 933.8 934.2 �41, � �� ����
930A �t �`�
x 928.6 x 928.5 t n r� ���
928.6 929.5 X 928.5 GOK��`/ d'1i4,1j�iA1�� 6�;�•@�I@��"�Fa�..',s r � �
sza.6 x z8.s _ \ x sz�.s �G J x 932.8 ,...., . _ ..�....,_....._.
0 928. N �/ \/ V �:����� ..._..�,. . 12-2�
� / 926.7 � .....„....,........................_
927.Ox�i \
/ WETLAND B
� �, y s2�.3 � Denotes iron pipe
X 92x 927.5 � 926.2 926.� 5
�� / OUTLET= 924.8 xe \ 3� Denotes service
, 9271 �� 100 YR HWL= 925.0 �
/ s �� / 10 DAY HWL- 926.8 � x s27.3 � Denotes television box
o x 925.8 � Denotes electric box
926.Ox \ Q Denotes telephone box
� x s25.s
_ � X 000.00 Denotes existing elevation
/ x a25.�� ( 000.00 ) Denotes proposed elevation
x s25.a \ � Denotes drainage flow direction
� X 926.1
/ x g25.2 � Denotes spike
x 926.1
Lowest opening elevation per grading plan :940.4
Lowest floor elevation per grading plan : 940.4
Constr}��i�si frlo�es:
1. Install rock construction entrance. 0� 10� 20�
2. Install silt fence as needed for erosion control. House elevations �Proposed� / As-built
3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest Floor Elevation :(940.4� / 940.5
4. Contractor must verify driveway design.
5. Contractor must verify service elevation prior to Top Of Foundation Elev. ;(943.6� � 943.6
construction. Garage Slab Elev. � Door ;(y42.9� � 943.3 Scale: 1�� = 20�
6. Add or remove foundation ledge as required.
General Notes: REVISED 6/8/20 GRADING AS-BUILT Benchmark:
1. Grading plan by Pioneer last dated 8-23-19 was used to determine proposed We hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant
elevations shown herein, report was prepared by me or under my direct supervision, and Lot 1 Block 3
2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 946.59
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 09/19/19.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction
Signed: io eer En ineering, P.A. Revisionx
pIOf15. l.)09-23-19 Stake house
4. No specific soils investigation has been performed on this lot by the surveyor. 2.)ot�-os-zoc��d;�ba.s-n�;ic
The suitability of soils to support the specific house proposed is not the
responsibility of the surveyor. BY'
5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor
on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER Lot 3� Block 3,
����,P-� GREYSTONE 7TH ADDITION Certificate of Survey for:
CNILENGINF:FNti LANUYLAN\CkS LAV[)SLfkVCVORS LA\DSC'aPCARC[IITCCTS
occording to the recorded plat thereof Lennar Corporation
2�}22EnterpriseDrive Ph.:(651)681-1914 �O�COtC1 �iOUnty. MIf1rleSOt4
Mendota Heights,MN 55120 Fax:(65l)681-9488 16305 36d�Ave N Ste#600
www.p�oneereng.com Address: 13961 Apollo Court, Rosemount, Minnesota Plymouth,MN 55446-4270
House Model: Foster Elevation: E3 Phone:(952)249-3000/Fxx:(952)404-1909
Project#:118304031 Folder#:8138 Dr1��u by:CWM Buyer. Spec
n Pinnaar Fna�naarina