HomeMy WebLinkAbout14111 ABBEYFIELD AVE GRAD/NG PLAN DATE/REV/SlON OATE 3/29/13 Address: 14111 ABBEYFIELD AVENUE
SANITARY SERVICE INVERT ELEVATION � . �
PER CITY ENGINEERING DEPARTMENT = 933.58 p LOt 8� BIoCk 3, PRESTWICK PLACE v �
,� PROPERTY DESCRIPTION: C � � *
00°' 4TH ADDITION, Dakota County, Minnesota. � �
LOT 8 = 12,651 SQ. FFT �� �p =� � �
HSE/GAR - 2,330 SQ
� � N
PORCH = 116 SQ. FT. ��� \ We hereby certify that this is a true and correct survey of the above = � N °
DRIVEWAY = 756 SQ. FT. �� � described pro pert y and that it was performed b y me or under my � � � �
SIDEWALK = 33 � direct supervision and that I am a duly Licensed Surveyor under the � W �r � ;
Total lmpervious = 3,235 SQ. FT. U�j� � � laws of the State of Minnesota. That this survey does not purport to a g �
OR 2 5.5 7% O F L O T A R E A N / e• \ �,9 s h o w a l l i m p r o v e m e n t s, e a s e m e n t s o r e n c r o a c h m e n t s, t o t h e p r o p e r t y y � � b
Av� c ss� except as shown thereon. � � °
/
� "�� 955°�`� �f° � Si gned this 5 t h da y of MaY 2 4. James R. Hi l l, Inc., g � � ,
» A � R o� �� � 56 � <A3o � � = � W
Q 047'24 E � _ 9� - � �� � `9� 9y52 N� � e� � � �
N U1 23,g�'_^�,� _'�'`' R O 3$ 5 9�tc �' '� � a � a
�_ ---\ �� p=�� �9�� o�,�P�.� o o� �o �, _ � � � �Me��: � By;
� � $O� .2 s� `956� � x � � �, � Horold C. Peterson, Minnesota L.S. No. 12294
�.8� i 1 �, � c� N �eaiev�ed as r�ote�:C�
w ' / 956 3 � {�l�
� 957.1 t� EX�5�1 N� � � CP �W� �
956'9 f 1; / / 1 � � rW�{itJm��: � Notes.
(957.4 ,: 997.3] � /N � � � � � ��
�.""_(957•6)
;':� o ' -�" °; � °,�, W �0 � � 1. Building dimensions shown are for
---' � �� �-� � � � I °� D ��� �- -�----�--.- horizontal & vertical placement of structure
�l `� ��j �X \�; �� [sss.s7 �957'�� �9��•�� --25.1--`J � ° = t"�' �' �'��'���" only. See architectural plans for building � a
c.,� �o �, � ec� 50.0 ,. & foundation dimensions. � � ,
� ° � �~ � " � '� �- � I O 2. No specific soils investigation has been �" Y o
M W �J J i j r. J N W Q)��--�Q i
�ggB'6�N z �, �, �a �,° o.��� ; Q� � °n w � � `� � completed on this lot by James R. Hill, Inc. � � �
r' �� � �° � 4•0 �n�> ___'n � ° ✓��` The suitability of soils to support the specific �o�
�� �
z c,P cn d� ,•� rn �w ^' °: `O = a�a rn°'- ' � r !
p O R C H 0 �o, ... a ro � � xv�� o , �1 1 tn �
po �,,`, := �X "W� ~X� N\�\� \� �2.6�j "' � `�`� �V house propose d is no t t he responsi bi li ty o f O � �o T
O _ / � James R. Hill Inc. or the surveyor. ,� � Q �
� /-i .� Z °�' �i? °�'. � ��� ' 4.0 � � �Ln � � o a o«
; GARA�E o� N � NI Z w .�. o�X - - 20 � �,,-� d. � l) j 3. No s pecific title search for existence or non- � , Y��
, rn a v, ..-� o w �_„ ' ., �� e x i s t e n f r e c o r d e d o r u n-r e c o r d e d e a s e m e n t s � �
� W � �;� �a � No2.av �, �� Q > � � O �/ , ce o o�o
� - - " � `•° � W `DI� ��� � �� °�(�o\uT 00 a" ; �� � N � � �� �� has been conducted by fhe surveyor as a part V � m Y
^ �� !z ° _�'•� ,�1 X °:°' �[es2.a) `44 0 � s.o °=1` � ° of this survey. Only easements per the recorded � � o
EXIST�NG HOUS� \ iF --- �ss2.2) s5s.z 956.6], r.e. � �� � � plat are shown.
WALKOUT) ` '�-57•$= �- �-� O o
( -'''==� 125.63 -�-�o•o��9��r, �.0� M z C N 4. Proposed grades shown were taken from q J
(950.51 n [951.0] [951.0] [951.2]�951,��[951.8][955.2][956.1) (g56.3) � � � the grading &/or development plan prepared by C�
° '��� I957�3�T'm�p ; �' WESTWOOD Professionol Services, lnc. DRAWN BY
PA�� � 0 134.9� M TOB(957.8) �, SHP/JDJ
- `�v N89°32'15"W� _ �w � °' I oA�
o � � `�
Y � Q
� , a � Denotes set spike 5 05 14
� /1T ''� " O Denotes set iron monument REVISIONS
� �T � L_L/ I � F � 5 08 14 Client
• Denotes found iron monument
�_u I / < - -- - - 3o x[900.0] Denotes as-built elevation 9 18 14 Final rade
( As-built
a �\EXISTING � I (930.0) Denotes proposed elevation g 22 14 Drivewa
V HOUSE o -� Denotes proposed drainage
a tc Denotes top of curb
Bench Mark: 958•31 _ TNH-Lot 8. Block 3 BOOK/PAGE
NONE
SCALE IN FEET CAD FILE
Existing Garage Floor � Front= 957.2 Proposed Garage Floor � Front= 957•2 hse2014\340148
0 30 60 90 Existing Garage Top of Block= 957•6 Proposed Garage Top of Block= 957.6
� PLAN NO. 5351 A Existing House Top of Block= 957.6 Proposed House Top of Block= 957.6 PROJECT NO.
949.6 340148
1 inch = 30 feet Existing Lowest Floor= 949•6 Proposed Lowest Floor= FlLE NO.
DRIVEWAY TOTAL = 932 S.F. Existing Top of Block Proposed Top of Block 952 $ N/A
Bearings are on assumed datum at Egress/Lookout Window= 952•8 at Egress/Lookout Window=
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