HomeMy WebLinkAbout13776 ANDERSON DR - 1
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Service invert elevatfon � 937.20 � � � s� ��L �32 x gy�8
(As-built by others) � �
Lot orea �17207 SF I � ��fl . 933.�934.0
House area �1662 SF % 30 ° y3 g�Pk "9�'Z
Porch area �95 SF '`�
Sidewalk area =71 SF / •'
Driveway area �764 SF ,� � �
Total Impervious Area �2592 SF / �
Impervious Coverage �15.1X � � I �
� % 9�4 9 OlJ
/ c •
�� � / X 93�X D32.4
/ / /� �
� Denotea iron p{pe / / / �3S 9..e
�'�f Denotes service / / c 956.0
� Denotes televielon box � ^, Q � x� �'Bp31.9
� Danotes electric box � �•Y�0 h� x
�❑ Danotee telephone box � w'
X 000.00 Danotes ezisting elevation h`/�M,` 036. ,
( 000.` ) Denotes proposed elevation r /�,���� t� � c:�„936.5 �
Denotes drainage flow direction \ / [� h 4 � x S3Z$yp,9
� Denotes spike ���/ x eV
�
`G i � N
`vv � oae. .
� , c� •
// y x 937.6 x yy�.7 9��929.4
O / � . � `3E.3
� / .
/
O �\ � 39.7
� � � c�
� � x 938.7
O� /\// t 40.2 .
/ c . �\ x D37.3 X 931. 9T�gpB.7
P` � 941.3 ,y4j R1 - .c��x 940.8�c 939.E
�� � 941.8�� .��' Oj \ 60.1
/� tc � > '•. � \
// �/ ,w� �41.6 � .2 94 ����,� x 934.8 x 31.�930.1 ��42.1
� T 9 41.�s X 94� �\ �\trc x c�
942.9 0° 941 9 �\ 8
/ tt 942.0 � 942.3 � ��e /y�,���
�PDk / tr � � ,� �X 40.8
/ • ` �S 942 7� . 942.2 �
� trc
% � c;3.3 // trc� �I�\ , 1�- r x G37.3 x 933.8 t�
Q�� � 94 . I� \ X`940.7 (V
/`Q � _+ 944. �. 9'44.4 x 944.2 � X 03Z �
� .�/,.� ta 9.�. � X 945.0 \ �
rJ
� / •- J 1 c.4.0/� x p43.8 X�j42.4 X�940.0 , X 9J4.9 Q
��L�_y �945.8 x 946.4 \ 939.E Q
/� 948.3 �
� �C��� 946 .. • � X 847.2 x � X 930. � 936.3 Z
�/ A t° .9 E � X 941.4 X 94 1 �- X 9.8 x
/ v 939.1I
/ , � 9�X'9,E 2 x 948.2 X y4E.3 x 941.6 x 9 0 X �
7"
� / / �a.3 � � '•.. 30
�/ � x WSR+9 41.6
/ / r��-0�yp.� 39.9 x 937.0
V9� �9 d+e.3 �' 27.0 x �.,
�� I / �,���9��.ti eso.z �so. �a / II ''• � a x fl37.1
� �, 947 � • 947.0 cs C N n X 941.3 9�1�'8 X 959 9��3 4
x 9'k50.2 � � 8.9 c� :. 7. •F � I '�. � C'a 939.0
� I � be ``� •X 0 /M �.+
� � � � � ^ Ix O�O O � W / wo2SX 041.2X D�D•8 '•. y C X 937.4
� V � ��,- O I O C; N/p / I x 910�9JII9� 940J
N N Of r�l1> ,� i 1. •. C N
� • 'x' 2.0 � �8.9 p X941.2x4 .7 •., '0 fA
94� 9 A• bew� I � � 8 8 940.2
W� O�9 p �' 943. X7.9 X y�9�8 x x'9�.�pjp .940.2X 93E.0
2 �y ,�� rwt ry
� �18.2 c� X.. ;� 9 949.2 � L0.`J N i 7.4 947.7 944.�'t gN.2^rt x Y41 9 940.X�f1�,�9 940.6 x 938.3
'X�
�! tc e ` f8.7 � - R"94W �fgt x� � .4-� �-x - �X o42.3 941.0 940.7 ��. D40.O X 938.5
� (V �46.8 c� X� ^ ■ • x . . . . . . ' 940.8 9N.1
� � . � �b 951.1 Y Y39.D
� x 950.4 X x 950.� X 948.8 D4S.6 X 944.0 x 942 941.a�8 �41.�
I �8.9 9. .1•. �9.1 x 949.9 951.6 � ���t�� / 941.S�I�
pch hN 946.3 /
� O � hN � .
Z Existing
House Sodded 2 �.%
�1-5-+� ,�
S89'49'48"E 135.00 �"c�l�j QD3?j
' ,�y����'r �'�`!►�P�fE'�` . . . . �
� _ z9,��-�
REVISED 06/14/19 GRADING AS-BUILT �OWeSt opening elevation per groding plan :942.2
Lowest floor elevation per grading plan :942.2
Construction Notes:
1. Install rock construction entrance. House elevations � ro o� / As-built
2. Install silt fence as needed for erosion control. Lowest Floor Elevation ;(9422) / 9423 0� 15� 30�
3. Sidewalks shall drain away from house a minimum of 1.0%
4. Contractor must verify driveway design. Top Of Foundation Elev. ;(gSp,g� � 931.0
5. Contractor must verify service elevation prior to Garage Slab Elev. O Door ;(950.2) / 950.0 UP
construction. 'I
6. Add or remove foundation ledge as required. SCale: 1�� = 30�
General Notes: Benchmark:
Top Nut Hydront
1. Grading plon by Pioneer Engineering last dated 2/23/17 was used to We hereby certify to Lennor Corporation that this survey, plan or II
determine proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lot 9 Block 3 I
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 = 950.23
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, doted 10/30/18.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction Signed: i eer En ineering, P.A. Revisions:
PIO(1S. I.)I I-UI-It{Stakehou�e
4. No specific soils investigation has been performed on this lot by the SU�V@y0�. 2.102-06-19Adddrivewuyw-idch
The suitability of soils to support the specific house proposed is not the 3.)02-07-IYAddwall
responsibility of the SU�VCyOf. BY' 4.)1-21-19 Foundation As-built
5. This certificate does not purport to show easements other than those shown e er . aw mson, ro essiona an urveyor 5.�06-14-19liradinSAs-built
on the recorded plat. Minnesota License No. 42299 email-phawkinsonOpioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER � • �ot ,. Block 5.
eng�neenn,�,P.A. GREYSTONE 6TH ADDI110N Certificate of Survey for:
t'IVfLEN(.RIEERS LAN[�YLAN�CkS LAVUttiNyL}'i�Nti LA\DS('{y�_�p��Ifii('Tti
according to the recorded plat thereof Lennar Corporation
2422 Enterprise Drive Ph.:(65l)681-1914 Dakota �iOU�lty. Minnesota
Mendota�ieights,MN 55120 Fax:(65l)681�)488 1630.5 36[h Ave N Ste#600
www.pioneereng.com Address: 13776 Anderson Drive, Rosemount, Minnesota Plymouth,MN 55446-4270
House Model: Stockholm II Elevation: G Phone:(952)249-3000/Fax:(952)404-1909
Project#:118235022 Folder#:8053 Dra��n by:MTW Buyer: Spec
n Pinnaar Pnnin�arma