HomeMy WebLinkAbout13417 AVILA AVE Original Survey i � PROPERTY DESCRIPTION �
�
�2 �0�'f� �tiR� �"�"J'� �ii��������� // /� Lot 13, Block 2, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota � � �
City Z n6o�g Ordinanco ��.,..: � �� � ;� � � � o� �
� oZ �
� ��� � � � �
� � � � �?� o -��� i PROPERTY ADDRESS ., > � �
II /'�T � � ' `�o o � � I 13417 Avila Avenue Rosemount Minnesota � � � _
L_LJ I � � X 9 6 6.0 w= a / ao ' ' ■� � z �
� � �' � o BENCH MARK � � � � 3
970.0 �� � ��� � � TOP OF SPIKE �� 30 � NOTES w o
(966.2) (963.7) � x ELEV.=969.04 �
66.2 C6:963.7 (965.5) N$g�4 2�2 6��E 1 3 3.2 0 (s�o.o) (9 6 7.6 ^� 1. Bearings are base d on t he recor de d p lat. � � o �
25.00 L - ,n- - - - 965.7 i 48.00 i ,n 5.00 968.0 "' 2. Building dimensions shown are for horizontal and vertical placement of w � m
.___- �_ _ _ _ _ _ _ _ _ - -�L - - structure only.See architectural plans for building and foundation � � � �
w ;' � N N� � i dimensions. � � w
�' � � x x 967.8X ___� I �0 3. No specific soils investigation has been completed on this lot by James � z ; o
�o w � � 3 4.0 0 ; /0 6•� i � W I R. H i l l, I n c.t h e s u i t a b i l i t y o f s o i l s t o s u p p o rt t h e s p e c i f i c h o u s e p r o p o s e d � Q � �
�?�z � � i � � i � is not the responsibility of James R. Hill, Inc. or the surveyor. � �
��� � °' i O1 ���' �� � i � p � i 4. No specific title search for existence or non-existence of recorded or � �'
� � p }� � 5 pQ o^ � � I � z un-recorded easements has been conducted by the surveyor as a part �7
m�� O J a � o Z / o �- i 6� � � of this survey. Only easements per the recorded plat are shown.
Q�,� � � � � �Q i ^//� � _ � i 5. Proposed grades shown were taken from the grading&/or
m o� � �,_�,., �a i .. � � �r 16.33 Xi968.6 � development plan prepared by Westwood Professional Services, Inc.
.�. �n w � ,
� �t� � �z � o � o �o� o' � i �j o i � �t 6. Grading plan date/revision date:7/30/2019.
O �w I m Q � °.,,.' �� ' �� o � i � i � � � 7. Sanitary service invert elevation per City engineering
O z w I � �� � v /� ' � / 2.67 �a � � � department=958.64.
� �Q � Q Q� i '� i �a� � o w O ; 8. Pian No. McKinley E/I EN11 63
� 9.1% Q
N �w � �� Q � � �� � � �
o I � �� ��"� �o °�-' �� � Z � o � , BENCHMARK w s
I / ' N I � rn
� � ,� i °�°� �j �/ � � Top nut of hydrant located at Lots 13 and 14, Block 2=971.05 � o
I X X �48.00 �� I � � �
� �0 968.9X o� 96g•9 � Q , FLOOR ELEVATIONS � � _
Q =
I . _ c
.
- - - - - - - - -i�,- - - - - - - - - - - � - �� Proposed Q Q � �
Z
� `�' 966.3 �� 48.00 25. 969.3 h�D Garage Floor @ Front =971.5 w � Z ¢ �
964.0.00 ° , „ (970.4)� 969.3) Y� Garage Top of Block =971.8 Q � m c�
(ss4.4) (9s5.2) N 89'42 26 E 134.04 � House Top of Block =971.8 U N o
X971.3 ' BENCH MARK i Lowest Floor =963.8 LL o 0
x � - Top of Block F- m
o j ' � � % � % ---TOP OF SPIKE 30
� /'�T � �I � � c� � ' z ELEV.=970.37 at Lookout Window =967.0 � �'
L_�J I I `r rn z�`' � v
,/��� �' o I U �
�3:�ir�.' �_ _:�:�: ."_ '; , �._ � ,..: ;;'3� , o o � i
�`���,-i� �'_ `�� � , � - -.���,-- _.-z.�.,r w z o
/ / I HARD COVER CALCULATIONS SETBACKS DRAWN BY
�j // � � • Lot = 10,021 sq.ft. Front -z5� JCB/NDG
__ __ _ ___ _ _ _ - - - - - -� ��;a House/Garage =2,075 sq.ft. Side (Garage) =7.5' DATE
PLANNING DEPARTMENT REVIEW NO SPOIL PILES � r + � � ';: .� Porch = 144 sq.ft. (House) =7.5' 2/9/2021
ERQS�QIU Ci��TR�I- � ,�� Driveway =753 sq.ft. (Street) =z5 ' REVISIONS
� 1_ 3 I �p a� IN RIGHT-��'WAY � �-- , ��� Total Impervious - , 2 sq.ft. or Rear =30'
� a.��� � i MUST B� I[�! PLACE
� ; � 9.7% flot
,��--- .� �f�� � BEFOR� �OOTIf�GS ; i..-�.�
� � ���.41 ro ck ; PASS INSPECT10N ; �':,=� ,
EARTHWORK SUMMARY � -----�--a- , � -� SURVEYOR S CERTIFICATE
r - - - - - - - - - - - - - - - - .. .. � - f:,4,
Excavation: ��� a� r^+��'! ! 9"�'�s �'+� ("'� ���� � � . � I hereby certify that this survey, plan or report was prepared by me or under
Common Ex. =244.8 c.�!:y ? ..:' � 1 ;,,i, i.' �. S '.,,° t 1 �„ , � �. �.,,
Footing Ex. =12.7 c.y. _y my direct supervision and that I am a duly Licensed Land Surveyor under the
Garage Footing Over Ex. =11.9 c.y. � Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all
Footing Wall Ex. =7.5 c.y. � Deno tes se t i r o n m o nu m e n t i m p r ov e m e n t s, e a s e m e n t s o r e n c r o a c h m e n t s,t o t h e p r o p e rt e x c e p
=276.9 c.y • Denotes found iron monument shown thereon. ' '
- D eno t e s proposed drainage ���� �'. CAD FILE
Fill: tc Denotes top of curb Signed this 9th day of February,2021 r 401541.dwg
Common Fill =203.9 c.y. X900.0 Denotes existin elevation '` MAR 0 2 2021
Driveway Hold-Down =13.9 c.y. g SCALE IN FEET PROJECT N0.
=190.0 c.y. (930.0) Denotes proposed elevation 0 20' 40' 401541
Excovation-Fill =86.9 c.y. LONG Ma us F. Hampton, M . . . 1 g�(: _ __.__ __. SHEET 1 OF 1