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HomeMy WebLinkAbout13015 AYRFIELD CT PL4N NO. 6005-H3 z Address: 13015 Ayrfield Court 9ss.71 -TNH-Lots s ac �, Block 1 Bench Mark: � � PROPERTY DESCRIPTION: Lot 7. Block 1. BELLA VISTA 2ND SCALE IN FEET Proposed Garage Floor � Front= 966.1 0 30 60 90 C � 3 * ADDITION, Dakota COUnty, Minnesota. Proposed Garage Top of Block= 966.5 - }; � Proposed House Top of Block= 966.5 �� Proposed Lawest Floor= 958.5 1 inch - 30 feet � � yV'e hereby certify that this is a true and correct survey of the above Bearings are on assumed datum = � �'� described property and that it was performed by me or under my � � � direct supervision and that I am a duly Licensed Surveyor under the Existing Garage Top of Block= 966.5 � � � laws of the State of Minnesota. That this survey does not purport to Existing House Top of Block= 966.5 � Z5 show all improvements, easements or encroachments, to the property Existing Lowest Floor= 958.5 �'ir a � � except as shown thereon. �� �o ✓ � � Signed this lOth day of November , 2015. James R. Hill, Ir1C„ �r'�o\ � � AYRFI ELD � � � � �os� °� � ���� OURT � � � _^ ��,G � � �Op � � � � � gY � �� :�:�:�: Marcus F. Hampton, Minnesota L.S. No. 47481 `� � ���:`��'�����.�� ��•�O� �ey �d.:. Notes: � �'i `s�"�� �196� ��'::':::::�iS� �l9s3 S 22 �� \ � ?i e�°�`� ��� ��'�'�� lss����.'�'�'�� �s3�� 1. Building dimensions shown are for � Denotes set spike � \ r'� � � �'���;�_ s¢o � ::::� =`9 t�f�s84,2� o Denotes set iron monument � \ � .J 4 � ���$ �9 "'��� ����� YO• . horizontal & vertical placement of structure y � �, �y�. � • (9 s •:�:�:�:���: . se4, onl . See architectural lans for buildin � !����� s 0 s �:::o �.�. s • Denotes found iron monument QO g52' � \ ��� � � p90 o S8 Rr e� � :.;. ] � Y P 9 9`�' \ 9�' 1� � � ��' �� poti��o J 1 (9��'q `�' '' ::: �964.3) & foundation dimensions. x[900.0] Denotes existing elevation �� �� � � . 95 � � R o m s y,ti � � O N \ o� .�:�:�:% �`'' 9 �'' �• �h' 0 2 `S8 . ' o 2. No specific soils investigation has been �930'0� Denotes ProPosed draina��e �a�� --- -� � �9���s`::�✓ � � �^�20 � ,�`'' �S � .5� o+� P P g o c o m p l e t e d o n t h i s l o t b y J a m e s R. H i l l, I n c. ��� ,+ i �� ��:�� h � S � � � The suitabilit y of soils to su p port the s pecific t c D e n o t e s t o p o f c u r b �� �__����- r.r:�:� � ry�'� c �� �� i �- .;.� q 0 �: � � �:y:�:�: F-I-j\ �'q •o � house proposed is not the responsibility of ` _� �. o � ..;:::::::;:����� <-:..;: � .� S�j ` cF � o, �� ^ s ,; � Dr � . .:9 06.:::::,� � �. �w '�c � ��'� � h w � � James R. Hill, Inc. or the surveyor. � � 2 �$��;::::� E � � h �' q y o• � �. � _ . N :���y ,,z� �.-.�.�. � � a 4ro p� ry �, . h � 3. No specific title search for existence or non- "' � :::::�s .:':;::��;p'1...:::=:�:::::�:��:::�: � � \ � S � g � � ` O e x i s t e n c e o f r e c o r d e d o r u n-r e c o r d e d e a s e m e n t s �������''' ^� T F � � m� 5 6� . ......... . ... .. .'.._. Ss � .�. � � Ol �j�� :�:::N.:�:�:�:�:�:�:�:�:�:�:�:��;� h�' �9 p � . o has been conducted by the surveyor as a part , e �����`:�:�::::�;.. � Ssp h � : h �r Y Y 9� ����.�41:�:�:�:�:� Je . � �ory [ .� of this surve . Onl easements er the recorded l � :::: o, .. ok �. � : �; � o Y Y P ::::��+ o� �, � � 8 c :�:�:n'o::�:�. . . l�:� - :::::�:_:::::::::::::::::.... ..._.\ r . � c� plat are shown. ...�;�.::::::..:.:..� .� � m :�:�:�:':�:':�:':�:�:�:�:�:�:�:�:�:,:�:�'�:�:�:�:�:�: N::::::::::::::.�1 n' ,\ .Z 4. Proposed grades shown were taken from ��::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::•o"�:;:::::::::::::;:.ti� h^ �h 0 �y �F \ � the radin & or develo ment lan re ared b .;:.2?16::::;:;:;::�:::.:::::::::����p�::;::::::::::::::::::::::::::::::::::::::::::::::::��N:::::::;::::::::::::soo � � ` �:�' ,y o0 9 9 � P P P P Y \ �' 'T-PN �_ �:°�. / M J� Westwood Professional Services. lnc. �:��pF �::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:;:;:;:;:;:;:;:;:;:;:;:::;\, / O �:�:���'.•:'.�1�:;:;':'���� � ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .\ ^"� � Ft�..to w ::::`>:>.��' P�-P'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::��:;:::;:::;:;:::;:::;:;::F;.. y�' � /�� h ^ �� ::::Q�R:;:::;:: . ..\ ` � (� � o� (.�� �> DRAWN BY ` // JDJ JCB •.V. Q \ / . .�. l G•.• �1 .'.4 ^ I c 0 �.�.� N �:���:::�:�:�:�:�:�:�:�:�:�:�:::�:�:�:�:�:�:�:�:�:::�:�:�:�:�:�:�:�:�:�:::�:�:���:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:::�:���:�:�:�:�:�:�:�:�:�:::�:•. . . . . . . . . . . . . . . . �. . . . . . . �' . � � .:::.� h :' o /��� . DATE •.•... a :::� co t, . : :':':':':':':':�:�:�:�:•:•:•:•:•:•:•:•:•:•:•:•:•:�:•:•:•:•:•:�:•:•:•:�:•:•:•:�:•:�:•:•:•:•:•:�:•:•:•:•:•:�:•:•:•:•:•:•:•: : :•: :•:•:•:•: :•.•. .•. .�.•.�: :•: : :•:•:•:�:•: ' •:•:•:.:• �: n \ � �:• � o� h 41415 . . . . . . . . . . . . � :�:��0'���:�:�:�:'�:�: �:� A � � �.�.�.� ... � . . :�� � �:� � ..:..:..:....:......::....:......:........:...............::::...:..::....:..::..:............:.....:.:.:...:.:.....:........ . . . . . . . . . . . ...:::::..:....::..:...:..:....: ,.�::::::::::: �E6 : LOT 7 �����59%���������g� � M�J _, REVISIONS ���. 6 25 15 Foundatton _ ♦,� .NWL 9520 :, c`�,y�qc�:`�::.ss 9� � O .� F .•. S- . �5' h As-built i�i�:f:::::::i�.•.;...�:;.;:;...•::..::..::...:....'•:'.::..:: . .�.•. .•.• A, a . •. 'Y •.•.•.•.•.•.•.•.•. . . . .•.•. . . . . . . . . . . . . . . . . . . . . 10 YR. HWL 9523::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::�:�:�:�. . ��' :�:�.3 :� :,. . J' :•. 8y•�:�: . � Q7 A C� '• . . . t : � 11 6 15 Final Grade . . . . . . . . . . . . . . . . . . �:�:�:�:�:�:�:�:�:-:�:�:�:�:�:�:�:�: . . . . . . . •.•,. . -:�:��:�:�''''''''''�'''''''''�'''�''''`:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:•. i n .�.�100 YR. HWL=9525.�.�.�.�.�.•.�.�.�.�.�.•.�.�.�.-.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. F �I �:�:.F.:.��:; ^ ( . .� �i . � � �. :•...�.• � As-built � •. A . , � �c�i�.• . . . . .i. . . :•: � . . . � .i •••.•... . . i - 11015Ct .: ''''�:: .:• :c�:�:�i�c�c���:�i�:�:�:�i�:�i�i�c�i�:���i�i-i�i�:�i�i�i�i�i�i�c�i�:�i�i�i�i�i�i�c�i�i�i�:�:�:�i�:�:�'i�:�:�c�:�:�i�:�:�i�.•.•. � . . r _ � :Ea���d.: �. . ..qr ,,_,.,..,. LOT 7 41�685 SQ. FT. Ea� . .� . ��:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:-:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�. �.�: .:.:.•.:.:.:.:.:.:.:.:.:.:.:.:...:.:.:...:.:.:.:.:. �... .�.•.•.• p� - omments — ::::::�����:::::::::::::::::::.:::::::::.:.:.:.:::::.:::.:::::::::.:::::':::.:.;.::::i.:.i,:.:.:::.:,::i::':';::.i':.:::':.i.i.:::.:.:.:::.:.:.:,:.:.:::,:::.:::.:.::•••::::::.K:.:: — � :�i�:-:�:�:�:�:�c�:�:�:�c�c�:'.�:�c�i�c�i�i�:�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.•.•.•.•. . .•. .•.•.�.•.•.•. .•.•.•. . . . . . . . . . .•. .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.�.•.�.• — �- /� HSE GAR 2�153 SQ. FT. � :�:���:�:.:�:.:•:.:�:�:.:.:•:.:•:.:•:•:.:.:.:.:.:�:�:�:.:.:.:.:.:.:�:�:.:�:.:�:.:�:�:�:�:�:�:�:.:.:�:�:�:�:�:�:�:�:�:�:�:�:�:�:.:�:.:�:�:�:.:.:.:���:.:�:.:�:�:.:.:.:�:�:�:.:�:�:.:�:.:.:�:.:.: � � :1�:�:::: - �� " ::::�:�:����:�:�:�:�:�:�:�:�:�: :�: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: PORCH - 177 S�. FT. , N • �.�.�.�.�.�.�.�. ������ - C� :�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:���:�:�:�:�:�:�:�:�:�:�:�:�:�:�i�:�:�i�:�:�:•:�:•.�.•.•:•:•:�:•.�.•.�:�:�.•.•.�.•:�i•.�.�:�:�:�.•.•:�: :�:�:�:�:�:�:�:�:�:�:�:�.�.�:•:�:�.•.•.•:�:�:�:�:�: :�:�.�.•.�:�i�.�:�:�i�:�.�:�:�:�:�. . . _ _� r- ,....� DRIVEWAY 740 SQ. FT. � 0 _ � .::::i:i:::::..c;:;..i:..�;i;::c;i:i:i;i;i;::i:i::.i�i�i:i;i.:ji:c:i.c:c�:�.: ��.:::..:::::c::::::::::::....:c::;::::::c.:;..:;::i:c::.i::.i:c.i:c:c,c:i,c:i:c.c,c,i;i::;i:c.::.;:...:::;c;c:::c;:; ;:;i.c.i.:.::c::;:.i::::;:::::::::.:.: . � � .^ ,%.�..�: �� . ::.�,N Total Impervious = 3,070 SQ. FT ����` 1/=>:��:�+I�`.�: . OR 7.49� OF LOT AREA :����� i i i`G i � i i i i � i � Z �:i�^:=�: ��5�.` �� :j �� :��.... ?�� ����:�: :;��_::: ::��� :��: . . . . . . . . . . . . . . � . . . . . :::::....::::............. :::::�_,::,:�`...::��:�:��:�: . . . . . . .�:�:�"�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�`�:�:�.�.�.�.�.�.�.�:�:�: . . e� - ��:�:�:�:�:�:�:�:�:�:�:�� CAD FlLE 960 �:�.t s.•.•.•.•.•.•.•.• .•.•.f •. .•.•.•. .•. .•. ......... . . .. . . ._ 1 �:�:�:�:�:�:=:�i�:�:�:�i�:�i�:�:�:�:�:�:�:�:�i�:�:�:�:�:�:�:�:�i�:�i�:�:�:�i�i�:�:�:�:�i�:�:�i�:�:�i�:�:�:�:�i�i�:�i�:�:�i�i�:�:�:�:�:�:�:�i�i�:�i�:�:�:�i�:�:�:�:=:�:�i�:�:�:�:�i�i�:�i�:�i�:�i�:�. � • . . . . . . . . . . . . . . . ................................:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::S:::FE:::::::::::::::::::::::r hse2015\350130 . . . . . . . . . . . . . . . . . . . ... .... ......... ......... ......., (963.3) �G15-Ob� 37 PROJECT NO. �} i������i5 EXISTING RETAINING WALL-'� 289•66 N00°49 52 �E SANITARY SERVICE INVERT ELEVATION 3�t30 GRAD/NG PL4N DATE/REV/SION DATE 9/30/13 BACARDI AVENUE PER CITY ENGINEERING DEPARTMENT = 953.65 �EET 1 OF 1