My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Foundation as-built survey-2016
Orono
>
Property Files
>
Street Address
>
C
>
Chippewa Lane
>
4220 Chippewa Lane - 31-118-23-42-0012
>
Survey
>
Foundation as-built survey-2016
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:32:21 PM
Creation date
5/18/2016 3:07:15 PM
Metadata
Fields
Template:
x Address Old
House Number
4220
Street Name
Chippewa
Street Type
Lane
Address
4220 Chippewa Lane
Document Type
Survey
PIN
3111823420012
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
CERTIFICATE OF SURVEY for: M&M Home Contractors i � � N � ��I��� � <br /> � � � \ � Y 1 n 2oi�� <br /> DESCRIBED AS: Lot 1 Block 1 CHIPPEWA SECOND ADDITION Henne in Count MN � - � �so � � <br /> , , , P Y, <br /> ADDRESS: 4220 Chi ewa Lane Orono MN I � � � _ - � / \S�� �C� pF ORO�i� <br /> 9 <br /> pp , , � � 955.2 289.55 S89°59'25"W 945.5 <br /> NOTE: THIS SURVEY REPRESENTS THE ASBUILT FOUNDATION CONDITIONS. � \ i� / � i �95,\ � I � <br /> �Z \ <br /> k ,956- <br /> PROPOSED ELEVATIONS ASBUILT ELEVATIONS � q5� ��� � � \ \ �sg <br /> Gorage Floor at drive = 975.0 Garage Floor at drive I �j��/ �•'/�"�� � � � � s� <br /> Top of Foundation = 975.4 (Locotion identified on house detail) Top of Foundation = 975.38 (Location identified on house detail) ' �REMaVE-,�,��G `�\ d-B3 i ��\ 95g_ -� � 9A�� \ <br /> Top of First Floor = 977.1 Top of First Floor CHAINL��yK �Q f� 0�,� � / � � � � <br /> Lowest floor (main) = 966.7 (all basement areas except family area) Lowest Floor (main) I � FENCE. �`' p� �'pRIMARY SEPTIC� �� -960� CH�1ry��N � � \ <br /> Lowest Floor (family area)= 966.2 (identified on house detail) Lowest Floor (family orea) / \ ;� ��P� ,�� Q g2 ��'/ � �MQ��f� � � 9so <br /> �;/ Q,�'�j0 B4,��� `��\ ���/N / --962- � � \ �� �9\ \ \ <br /> BENCHMARK \ � �j��hb ��• �� /•' � J/ �964- - --� � \ �� SA <br /> Top of HUB as shown. \ � _ ���\��6 ��'�/ / i � � � � ��\�s� � \ <br /> \ � \ � <br /> AREAS&HARDCOVER � W h� � � � � 966� \ \ \a4r\ \ <br /> Lot Area = 1.99 acres 9s�� �' �� o� / / i � � \ � \ \ � \ � � <br /> This property is in the exempt \ � / ��6 ry� / i / �''� � \968 \ \���� \ \ <br /> Stormwater Quality Overlay District Tier o � � /�6 � �i �I � I } �`� � \ \ <br /> so the Hardcover Calculotion Worksheet 0 50 � � � <br /> has not been completed. Below is the \ � � � / �� � I � \ � \\ �a \ <br /> existing and proposed hardcover. Scale in Feet � \ \ \ \ � <br /> � � / � / PROPOSED � -� o, ' � <br /> Existing Hardcover Areas � / � �o HOUSE � �� o � \ � \ \ 1 <br /> House & Garage = 2002 sq. ft. � N � / / / (SEE DETAIL) �- � �, \ <br /> Screen proch = 155 sq. ft. \ O - <br /> Drive = 3220 sq. ft. p � / � / � tl g70 � t 1 1 1 � <br /> Rear concrete = 115 sq. ft. �9� p GAR GE <br /> East concrete = 293 sq. ft. � tO � <br /> Total = 5785 sq. ft. = 6.7� BASEMENT COMPUTATION � M � � � � � F,�, I � I I I <br /> The intersection of the existing 971.1 contour and the proposed \ ------�-------�"-15•�- � ,o � �. 9 �F�� <br /> Proposed Hardcover Areas foundation is shown. / � ' o, � � I I I I <br /> House = 1995 sq. ft. � � / � / `D / � <br /> Garage = 949 sq. ft. \ / � � � � � I 974 / �g12 I � I I <br /> Front porch = 129 sq. ft. Total foundation perimeter (including porch & excluding garage) = 241.6 feet / I <br /> Screen porch = 196 sq. ft. Foundotion perimeter exposed below existing 971.1 contour = 99.1 feet = 41.0� i / <br /> Drive = 2169 sq. ft. Foundation perimeter exposed above existing 971.1 contour = 142.5 feet = 59.0% � / � 3" PIN,�AK / � ��a'� I � I <br /> Walk = 74 sq. ft. \ / ! 3" AU MN I <br /> Rear patio = 192 sq. ft. �9 � / / � � � � � BLAZE �IAPL� � / I I I ' <br /> Rear deck landing = 16 sq. rt. PROPOSED HOUSE DETAIL � sz� � � � ` / l <br /> Retoining wall = 12 sq. ft. � / � / o i 9j � I A / / / / I <br /> 4X4 STAIR <br /> Total = 5732 sq. ft. = 6.69' LANDING_ _ � �964- � � � j i � �9� � / �� / ! / <br /> � � DECK I BENCHMARK � / / J / � / <br /> � i � / rn <br /> � o / <br /> SCREEN ggg,7 TOP OF HUB ��-966� � � � \ i � � i°'^� �'� / / / / <br /> �PORCH �1 a.o0 i PAT10 ELEV. 970.91 _ - - � '� � / � � <br /> 966.1 w 66.1 / � m �`� / / / / <br /> 15 00 969.2 w � 45.00 EXISTING 971.1 -96g o <br /> SOURCE OF TOPOGRAPHY a---=--- -----� ------• --is.00-0 CONTOUR � -- o ' 10 / � � `O <br /> 968.4 32.00 969.5 0 � / / //// <br /> The source of to o ra h with ro ert limits based on TOP OF HUB - - - - - 289.83 N89 58 35 E �� � _970/ �' <br /> P 9 P Y P P Y 1 s.00 �g� �9�p� ti� <br /> field survey. Some existing contours outside of the ELEV. 968.38 PROPOSED 1.� _ _ M ��, �r� <br /> property limits from public LIDAR information. HOUSE (WO) I FAMILY I^'- p � 972� �-- - - - _ _ � �970� 4,} / "� ///// <br /> TF 975.4 AREA D ^^'� � - -1-72'`�' - 97 .4 / / /o,`'� � <br /> LFE 966.7 v LfE 966.2 I? °��� ,p / �/ <br /> � - - - - � " ,�� � p HIPPEWA LANE 9,02 �� ��/ / �`'� �,���j/ <br /> "' C� J m RETAINING WALL � �' °j� �� �' � <br /> EXISTING 971.1�� � �z o e�' 9�•1 � � � � / � � �/ ° � � <br /> LEGEND CONTOUR � J '� � 969� Q' � ` � ���y �� °`0 �/ <br /> 2 � � � <br /> XXX.X Denotes Proposed Elevation f GARAGE Iw"'0 9�2 �y 9�� / / / /// /// ///�a/ / <br /> XXX.X Denotes Existing Elevation I FFE 974.0 00�' 26.83 0 �s � REVISED 4/23/16 CITY CO�MEN 1 � � /°j „ti <br /> --�- Denotes Surface Drainage �, ,,, o PORCH i \ REVISED 4/26/16 ADDED LANDSCA NG;971.1 CON OUR � � / � �i i � i , � , /�' <br /> O Denotes Offset Hub or S ike I ��� o t3.00� � �5.00°EX. WELL REVISED 4/28/16 BASEMENT COMPUTATION <br /> P t5.00 � 22.17 0 <br /> --- Denotes Drain. and Utility Ease. � 1 <br /> o------� -'---- - -- -- -� REVISED 5/9/16 ASBUILT FOUNDATION <br /> • Denotes Monument Found TOP OF HUB I 975.0 •�� 74•� TOP OF HUB <br /> O Denotes Monument Set ELEV. 968.63 �NP ELEV. 971.79 CERTIFICATION SISU LAND SURVEYING <br /> --980-- Denotes Existing Contour I I hereby certify that this plon, specffication, or report was prepared by /���a 10775 Poppitz Ldn2 <br /> 984 Denotes Proposed Contour o Surver r nderl thelrlowssuP the I�t te oft M nneso o� duly Licensed Lond � `-�� � Chaska, MN 55318 <br /> -MS - Denotes Silt Fence, Type Machine Sliced .r� �' �� 612-418-6828 <br /> � Denotes Existing Tree 0 30 � �` �� <br /> Q Denotes Proposed Tree ' Scale in Feet I Curtiss J. Kallio, Lic. No. 26909 Date �` - JOB NO.: 1 603 <br /> Q-LIA Cr1i pPCN/'0� ��� <br /> 2olt� - OnLSr�l aa-�,�1-F- <br />
The URL can be used to link to this page
Your browser does not support the video tag.