HomeMy WebLinkAboutSURVEY 8.5x14 � �������
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GRADINGQUANTITIES(CY) CERTIFICATE OF SURVEY Pianning Departmenc
COMMON FILL -565 FOR
COMMON CUT 3ii LENNAR HOMES Approved
Dat@: 10/21/2020 mcroatt
FOOTINGS/TRENCHES 64 8029 182ND STREET WEST,LAKEVILLE
HARD SURFACES 26 �
TOTALFILL -565 �NGINEERING REVIEWED
TOTALCUT 401 - , �ate:10/23/2020 Ivlasaty
TOTAL +/- -isa S89°51'07"E 78.00 �
- • _
1004.6 1004.6 . . . 1002.3 �ti 1001.6
`� � � � DRAINAGE 8 UTILITY EASEMENT � � '�
tooa.a j
� � -� - - � "Draintile connection required.
+ � 1003.7 1002.B 5
1004.1 I
i LOT 19 � +oo,.�
1005.7 I �
� BLOCK 5 �
1003.4 j �-
. ..- -.. +I .}1003.3 }1003A I
1003.1
_.. . '��;-.' 1004.2 Iv }1002.4
��i +1003.3 ._i_._,.
I I +1003.1 I _.,..
� 1002J
1004.7 I I ^ Z�\ � I
I T 4
1003.6'��005.5 � ��5' 1003.4 ��29
�3.9 ' I i 1006.0 �'1 I
ioos.s EW
tooa. toos.o I�./, 74.13
HU�1 0369 �Op34 �9.5 ,�}. � �p HU�1003.06
!�
� 1002.8
(�D. I " (D
� +'i 3 z � PROPOSED a '�s ►�
M
•- HOUSE M
� 4 �
I iooz.o
� � +iooz.s ,� 3
l� +7003.2 0.73 � 1004.7 �
O �yI �
� �4.�0 " �
h a o
� I GARAGE too2.a a.sa�°°ry I ' p
+�oos.z '°o � o°ii.�s$`' ooi.s �
�14� ,00tiy �� ?s ,z.s°o°�m aRc ��6 o I EROSION CONTROL �
__I____ � ___N �4a.pp MUST BE fNSTALLED
HU6=1003.38 �oos.a iooz.a � ----------- Hue=�ooi.sz 3EFORE EXCAVATION
1003.4 + I I
DRNEWAY i I The curb box,drain tile cleanout,and catcr. ,
� � � tooLa jbasin(if applicable)must be inspectetl anc
j� accepted before As-Built escrow monies w�u ;
�5 � IN _ J 5 be released. All structures must be Flusn
� - � Q with the sotl. This will be scneduletl with tne j
n
� ��`+ o j o N jlandscape inspectror
AREAS: �ooa.i��oo4A� za.o '�24 �ooz6
LOT =10277 SQ.FT. S89°51�07°E 78.00 'Mamtam 6"between bottom of siding and sod.
BUILDING FOOTPRINT =2329 SQ.FT. 'No structures in easements
DRIVEWAY =1042 SQ.FT.
�'ioo. iooa.z ioo2.s �002.� iooz.i�
"oTES__ _ _ _ 182ND STREET WEST
CENTERLINE - - - -
• DRIVEWAY GRADE=8.9%
HOUSE ELEVATION DATA
• BENCHMARK�S TOP OF THE SW OFFSET HUB LOT 19, HOUSE TYPE=TWO STORY
BLOCK 5.ELEVATION=1003.38. LOT TYPE=FLAT LOT
BASEMENT WALL HEIGHT= 8.3
• INSTALL ROCK CONSTRUCTION ENTRANCE. PROPOSED GARAGE FLOOR EL.= 1006.4
• INSTALL SILT FENCE AS NEEDEO FOR EROSION CONTROL PROPOSED TOP OF BLOCK EL.= 1006.7
PROPOSED LOWEST FLOOR EL.= 998.7
• BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE OF THE
BASEMENT FOUNDATION PLAN.ALL DIMENSIONS AND �DENOTES PROPOSED DRAINAGE ARROW.
LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE A DENOTES SET OFFSET STAKE.
ARCHITECTURAL PLANS. O DENOTES A PLACED 1"BY 18"IRON PIPE
HAVING A PLASTIC CAP BEARING LAND
GRADING PLAN 02-2&2019. SURVEYOR LICENSE NO.48634.
0 20 40 60 p DENOTES FOUND IRON MONUMENT.
900.o DENOTES EXISTING SPOT ELEVATION.
THE BEARINGS SHOWN HEREON ARE BASED ON
THE RECORDED PLAT OF AVONLEA 4TH ADDITION. 900�0. DENOTES PROPQSED SPOT E!E�1Rr!OPJ
. JOHNSON dc SCOFIELD INC. I hereby certffy that thfs s��Y, P�a� a ��at wa, prepared
� SURVEYINC AND ENCINEERINC by me or under my direct supervision ond that I am a duly
� Licensed Land Surveyor under the lowe of the Stote of
1112 HIGHWAY 55,SUITE 201,HASTINGS,MN 55033 Minn,e/,sota.
(651�38-0000 ��/�S^JG�� - -
.�
PROPERTY DESCRIPTION BK. NA PG. NA Mitchell A. Scofield
Lot 19,Block 5,AVONLEA 4TH ADDITION, W.O. NUMeER MN Ltcense No. 48634 Date:Aupust 31. 2020
Dakota County,Minnesota. 20-770
DRANANG NUMBER
S-9028
