HomeMy WebLinkAbout2013-as-built PROJECT N0. 15369.00 FINAL GRADE AS-BUILT SURVEY 000.o DENOTES EXISTING ELEVATION
- - x946.5 NOTE: ALL LOT IRON (000.o) DENOTES PROPOSED ELEVATtON
PREPARED FOR: "9 4e. MONUMENTS IN PLACE INDICATES DIRECTION OF
AS OF 7-1-14 --�- SURFACE DRAINAGE
FIELDSTONE FAMILY HOMES � �' 95 s48 \_ x944.9 97O.9�J�s�o_sol = FINISHED GARAGE FLOOR ELEVATION
s� o � (, ��) = TOP OF FOUNDATION ELEVATION (GARAGE)
x953.8 9 972.31 � �2�.33) - TOP OF FOUNDATION ELEVATION (HOUSE)
9s4 SUMMIT AVENUE � g� x94 .3 (s74.os) - FIRST FLOOR ELEVATION
LOT AREA : 24,743 SQ. PT (P ICLY DEDICATED � �ss4.33� - BASEMENT FLOOR ELEVATION
HOUSE AREA : I ,670 SQ. FT PER P A ,
PORCH AREA : 84 SQ. FT x955.�956 REVISED) 972.31 = DENOTES VERIFIED AS-BUILT ELEVATION
DRIVEWAY AREA : ! ,92 I SQ. FT ,s�4.� NOTE: DROP GARAGE 1.2 FEET
SIDEWALKAREA : 43 SQ. Ff 958 4� BUYER: ASHFELD
CANTILEVER AREA : 9 SQ. FT �- FD IP 8,�5,,� 958,2 R�1 ' ,� � � � ADDRESS: 1376 NORTH ARM DRIVE
960 � A� DENOTES HARDCOVER KEY, SEE ATTACHED
STORMWATER QUALITY OVERLAY 60 � 962 g(,O OAK 30� � i 6. IP 945.6 \ SHEET FOR HARDCOVER CALCULATIONS
DISTRICT :TIER 2 � g64 '�6 � Note:
962 I 4' 857. 36� � � This survey was done with no title commitment and per client, a
ALLOWED HARDCOVER g6Z e.7x � F� ncroachment a reement with the cit of Orono is in the rocess
PERCENTAGE x982.e x984.e � AK 16 PSH 24• S _ 9 y p
30°/a OF GROSS LOT AREA ,___.- � ""` - a� '� �6 ,� � 945.7
985:�X~ . K I S2
TOTAL HARDCOVER : 3,727 SQ. FT. �ISTI NG ��-96`� DOGWD I 2° oa � �o o @, � s
GARAGE �'�'H 24" AK 30" �@9 ��ti �O�@� � 1 ' 18' S4 � \
j(�` ��0�T S �• .. c, ss 95 iNv ��
HARDCOVER PERCENTAGE : 15.06% D'P�966 �MP�8. �y yo � �� �� p x9e���,�so� E�i.nn i 2�� 948 �54.7
96�.9 Q3�2 ro'� � � d Q p 9 6'
�'S �1PL 10°� � 9 `'��'��J� yl4 � 6�' g A � s° �
�D �. ! 96� m ���s �t,},�� �°o o� �� � �s�.s p
Building Height: ,�s6.6 �96 `P; cp 't °' j�J A ^� oo '��r,,�, o � � 59. � �
Distancefrom basementfloorto � N so.�� ,s O /�� �� Q� o �, � g�' � � �p 958. °'��
� • 97U.4 �3 �•�v � B� 3�'� � a' 980. � ,c.g56.9
highest point of the raof:36.58 r; � 68.a .,��� �e� Q�y ,����,� o0o p �•`' � � 96�•° `•` .s `
Half the distance between the hi ghest O l OAK I 6° � �9� j �• �, FE
point of the roof to the low point of the tsj � ��� � �I 6J ^y" �Q'�Q �y'1%O� �ge� � �s i.4 BLI CATED �
corresponding roof:4.11' x T d p oo �'��° o � eg ,
Distance between the basementfloor 969'8 �� I 5 � � 2i �� �n C� � ; 985•5 `_ ER T O SAG HIL G,�/s�,� ff
and the highest existing grade \ j � � ��}sO ,�� °�� �5 x asn i 6• Fo P �5 EVISE ) qV�tiG �'
adjacent to the foundation:6.5' o � �P E 6• ° s�� � AK ' 40 0� �'L,g .59�
x973.2
36.58-4.11 6.5=25.97'Building Height ; 9) e o ..-`
X87,g, y)� B o�6� 9g�� �55.I � x953.2 �
� F
96 .7 � � 974 a S X989.1:• x g6�� A5 I 6" AK 24' s � �
, � x 976 p - s.z /� � r �� ,
; w &75� X 877.7 a+ :�97` ' 60� vi m
i L 26' 'o '�'
r�� �. i� i i i� 1. � x963. p � �, �1.
MPLI I fl� ' `� ' � K �i ELM 12" � � � ''
� � �-PI�IE6"' � �+� 67.9 � v �56�9 � O, /
. ''� - Fo �,9 '33 �, � � � Q`��`� �
SCALE : 1" = 30' �.., ,�I� 4Y �� �969A ��f ���'oQ-�i',\ � /.
R I 2' �' � /
c9� PR 8° SP I 2"-}' X �Q 969,5 � � wQ\�1�v�.
.
Legal Description. � � 970.9 � R I e� 97O 7 69 � I xJ58.5 P�Q�OP j�'.'
9'8.' EXISTING � �` -� � �
974.2 x
LOTS 15 & 16, BLOCK 8, °' �0.9 `�� NOUSE ��-��o�c`�'�� ��j�
SAGA HILL REVISED, � x F��A � � �QJ '� �•
HENNEPIN COUNTY, MINNESOTA � `QS '
�^�` I hereby certify to Bankers Tit�e that this is a
true and correct representation of a tract as
CONSULTING ENGINEERS, shown and described hereon. As prepared by
ROBE P�NNERS and LAND SURVEYORS 972.7 me this 27TH da of NOVEMBER, 2013. /
ENGINEERING x �
1-29-14 VERIFIED FOUNDATION ELEVATION , " ' Minn. Reg. No. 19086 �
COMPANY, INC. 7-7-14 ADDED FINAL GRADE AS BUILT INFORMATION RUSSELL P. DAMLO /
1006 EAST 146th ST., S7E 240, BURNSVILLE, MN 55337 PH (952)432-3000
•t�tt� 2013�OL30fo �37to �n �