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