|
. , ,
<br /> �
<br /> CERTIFICATE OF SURVEY for: M&M Home Contractors i �� � N ` � ��
<br /> 1 � _ � � Ci� ��
<br /> DESCRIBED AS: Lot 1 Block 1, CHIPPEWA SECOND ADDITION, Hennepin Count , MN ` � O o �
<br /> -__. I ( \ / �9
<br /> ADDRESS: 4220 Chippewa Lane, Orono, MN , � � � -- .- - o , „ s�� � I �
<br /> � ss5.2 289.55 S89 59 25 W � 945.5
<br /> NOTE: THIS SURVEY REPRESENTS PROPOSED CONDITIONS . � �o � � - - �954
<br /> �ev r ��T�,�2�.'3 c��e-S�hZ �c�-��� (ol�0 -�I��57� � ;z / ; � \ � � \
<br /> PROPOSED ELEVATIONS ` � � I I \ �a ���,\ ,956- � � � \ �
<br /> I � � g
<br /> Garage Floor at drive = 975.0 �}) 3:c •�-V��� ��� �����'Z' I �j�\�9 �'���� \ �9 9 6\
<br /> Top of Foundation = 975.4 (Locotion identified on house detail) � \ -�p�- � ��, �� ��.�y i � 8 � T�e� \
<br /> Top of First Floor = 977.1 I \\ 3l` � Q�l� �CHAINLIN}{'� �Q � � �g� \ /95 � � � � �
<br /> Lowest Floor (main) = 966.7 (all basement areas except family area) �'" � l ` �t�`_ f � FENCE.' �°' �� �'PRIMARY SEPTIC� �� �960-� CH�IIy��N � � \
<br /> Lowest Floor (family area)= 966.2 (identified on house detaii) alU ���,5 ��'eb'�-r J�'ti �Jl(.�(G�C�-�%�' � ���/ \ / ���Q'� ,\' e B2 /��.�j, -� �M��f� \ � 9sp
<br /> �-S 5 C'��f in'�V� � �.`�V'V71�S •- �L ��(:�1f�{j ,� P�'/0 84/�, \�� /,'� � -962- - � 9s� \ \ �
<br /> BENCHMARK '`L �p �V1b1U�=t,� 1�-� � 6 ' � � / � \ \\
<br /> �.SS �'E�C� '��'�l� ��lll� 'v� \ � \�94' �i , \ � �i �/ i '964- - � ��\`9S\ \
<br /> Top of HU8 as shown. � `"� �� ��J�(�\ � _ �� 0�6 ��' / i \ � \� � �
<br /> �iZJ�t��� U"v"` -�i� C�t.� 0 50 \ \�i / / � / i_ _� �\ .v�� \ \
<br /> AREAS&HARDCOVER G ' Scale in Feet ' �sse w �`'� � / � / \966� \ N\ \s�
<br /> Lot Area = 1.99 ocres . � ��4��� �� �� \ d- � �o/ / � i � � � � ' \ \ � \ \ �
<br /> � �- a i /
<br /> This property is in the exempt \ � � � / i 8
<br /> Stormwater Quality Overlay District Tier 1 0 / / ��ti b/ /i � j \96 �� \ \�o\ \ \ \
<br /> � � , } � � �
<br /> so the Hardcover Palculation Worksheet �� � ��I � \ O / / �� / i � � \ o, \ � \
<br /> has not been com leted. Below is the � a
<br /> existing and proposed hardcover. � � � � / PROPOSED � � o, \ � �
<br /> Existing Hardcover Areas �Gc�� � / / �o HOUSE � ��`�o \ �\ \ ,
<br /> House & Garage = 2002 sq. ft. � N ` � / (SEE DETAIL) �_ � � r, � 1 \ \ `
<br /> Screen proch = 155 sq. ft. p � _ � � � �--�
<br /> Drive = 3220 sq. ft. ����� � 1 '
<br /> Rear concrete = 115 sq. ft. ��'`C \�so p � / / / � � GE I �� �1 1 , 1
<br /> East concrete = 293 sq. ft. BASEMENT COMPUTATION � � � � / � °' � � F I � `
<br /> Total = 5785 sq. ft. = 6.7% � •,�, iO I �
<br /> 9 P P \ �-- -/--175.�-------- --- - -� � � 9 iy�2<
<br /> The fntersection of the existin 971.1 contour and the ro osed ------- ----- �
<br /> Proposed Hardcover Areas foundation is shown. � I
<br /> House = 1995 sq. ft. � � / �/ / / / '� / I �
<br /> Garage = 949 sq. ft. � �2
<br /> Front porch = 129 sq. ft. Total foundation perimeter (including porch & excluding garage) = 241.6 feet \ // / � l � l 97 � �9 � � I I I I
<br /> Screen porch = 196 sq. ft. Foundation 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 / � �e� I 1 � �
<br /> Walk = 74 sq. ft. i //°'
<br /> Rear patio = 192 sq. ft. \96 / / � � / / � � r BLAZE APL � � � 1 I l �
<br /> Reor deck landing = 16 sq. ft. PROPOSED HOUSE DETAIL � �� i � / I / I
<br /> Retaining wail = 12 sq. ft. � � � / o i y � � /
<br /> 4X4 STMR / ,. i � � / / ��/ / / / /
<br /> Total = 5732 sq. ft. = 6.6� � g i o /
<br /> LANDING .� „ �964- � m i i �--�0'�� �
<br /> / J�
<br /> � � � DECK ( BENCHMARK � / \ i = ti/ / / / � / /
<br /> SCREEN gg.7 TOP OF HUB ^�sss�_ _ � � � � � � i°'^ °�� / /
<br /> i : •966.1 I PORCH �14.00 i P��O 66.1 ELEV. 970.91 a - � � � / / � � / //
<br /> 15 00 969.2 w 45.00 EXISTING 971.1 -968 � \ � �' �
<br /> SOURCE OF TOPOGRAPHY 0---=--- -----� --- --i5.00-0 CONTOUR � � � �+ � � ��
<br /> TOP OF HU 968.4 3z.00 969.5 0 _ � _ -- - - - 2gg,g3 N 89°58 35 E � � � � / �°�/���
<br /> The source of topography with property limits bosed on 8 ts.00 g s� � -970
<br /> field survey. Some existing contours outside of the ELEV. 966.38 PROPOSED �7.1 - �� _ �,.� �o,'� /,,�/
<br /> property limits from public LIDAR information. , HOUSE (WO) I FAMILY I^'- p \ �s72� ,h--_ - - - _ _ _ �970-� �,-l- / r� �
<br /> { TF 975.4 AREA D ^�••� � -- ----g72.5_ _ 97 .4 / / /o,h� ////�
<br /> LFE 966.7 LFE 966.2 I� �q� ,� / �
<br /> i I �,- - - - �-J N �� \ � HIPPEWA LANE 970 2 ECEIVED ��� ��/ � ��`'� ����/
<br /> EXISTING 971.1f� � � p Bly 9�3 � �ETAINING WALL I / °j / � /
<br /> LEGEND � � �-0 96 rn � �. p � / � �h°%h°b��� /
<br /> XXX.X Denotes Proposed Elevation CONTOUR � GARAGE I �0 9? ' \ � \ �9�2 I �P+� ?9 2��l l � / / / /// �/�' °�°`/
<br /> �
<br /> XXX.X Denotes Existing Elevation R I FFE 974.0 ' 26.83 ?0 9�s\ � \ � / // �� �O'� pti/
<br /> -�- Denotes Surface Drainage o PORCH i REVISED 4/23/16 CITY COM�VJENTS I CITY OF ORONQ � / � �� � � i , � , ��
<br /> � Denotes Offset Hub or S ike � I �'�� o t3.00� , `� o EX. WELL REVISED 4/26/16 ADDED LANDSCAPING;971.1 CONTOUR
<br /> P 15.0o j � 22.t7 0 ______ _ __ ___1_�'`-��_p REVISED 4/28/16 BASEMENT COMPUTATION �
<br /> --- Denotes Drain. and Utility Ease. o--�--- ? 74.7
<br /> • Denotes Monument Found TOP OF HUB I 975•0 � TOP OF HU8
<br /> O Denotes Monument Set ELEV. 968.63s,` �N� ELEV. 971.79 CERTIFICATION /� SISU LAND SURVEYING
<br /> --980-- Denotes Existing Contour I hereby certify that this plan, specification, or report was prepared by � `/� 10775 Poppitz LOne
<br /> 984 Denotes Proposed Contour I b� me or under my direct supervision and that I om a duly Licensed Land �� � Chdska, MN 55318
<br /> o J Surve under the laws of the State of Minnesota. �' �� 612-418-6828
<br /> -MS - Denotes Silt Fence, Type Machine Sliced .rj
<br /> � Denotes Existing Tree � 0 30 � �
<br /> � Denotes Proposed Tree I Scale in Feet ' Curtiss J. Kollio, Lic. No. 26909 Date �oe No.: 1603
<br /> Uand� 1�n 4� c�'� �h
<br /> �- z.oi�o . ooi�
<br />
|