|
a s o o ca� e -C Pn I n �-- InCj.
<br />080013 20/117/23 VANACORA, RON
<br />ADVANCE SURVEYING & ENGINEERING CO.
<br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 474 8267
<br />SURVEY FOR: RON VANACORA
<br />SURVEYED: October 19, 2007 DRAFTED: January 24, 2008
<br />REVISED: February 8, 2008 per Feb. 8 letter from city.
<br />REVISED: February 12, 2008 to revise drive and ret. walls.
<br />REVISED: February 13, 2008 to revise drive, retaining walls and grading.
<br />LEGAL DESCRIPTION:
<br />Lot 2, Block 1, Tillson's Villa Carman, Hennepin County, Minnesota.
<br />SCOPE OF WORK:
<br />1. Showing the length and direction of boundary lines of the above legal description. The
<br />scope of our services does not include determining what you own, which is a legal matter.
<br />Please check the legal description with your records or consult with competent legal counsel,
<br />if necessary, to make sure that it is correct, and that any matters of record, such as easements, that
<br />you wish shown on the survey, have been shown
<br />2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying old monuments to mark the comers of the property.
<br />4. Showing and tabulating hard cover and area of the lot for your review and for the review of
<br />such governmental agencies as may have jurisdiction over hard cover requirements.
<br />5. While we show proposed improvements to your property, we not as familiar with your
<br />plans as you are nor are we as familiar with the requirements of governmental agencies as their
<br />employees are. We suggest that you review the survey to confirm that the proposals are what you
<br />intend and submit the survey to such governmental agencies as may have jurisdiction over your
<br />project to gain their approvals if you can.
<br />6. Setting of offset irons deferred until house staking is ordered.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />79" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
<br />otherwise noted.
<br />I hereby certify that this plan, specification, report or survey was prepared by me or
<br />under my direct supervision and that I am a licensed Professional Engineer and
<br />Professional Surveyor under the laws of the State of Minnesota.
<br />OH (2UQ/-1
<br />4ams H. Parker P.E. & P.S. No. 9235
<br />CITY GF 0R0tA0
<br />LEGEND
<br />946 DENOTES EXISTING CONTOUR LINE
<br />946.4--,,,,,` DENOTES PROPOSED SPOT ELEVATION
<br />--946-- DENOTES PROPOSED CONTOUR LINE
<br />==:> DENOTES PROPOSED DIRECTION OF STORM WATER FLOW
<br />- s - s - DENOTES PROPOSED SILT FENCE TYPE 2
<br />City of Orono
<br />Planning & Zoning Plan Review
<br />Site Plan Review Date: G 8
<br />0 APPROVED
<br />0 APPROVED WITH REVISIONS (see notes)
<br />O DENIED
<br />Staff: ,e • 'f�yt�l Qit/
<br />935.8
<br />i
<br />X9371
<br />e
<br />*935.9
<br />AW
<br />® I
<br />e *J35.7 j
<br />\�a
<br />X935.71 ti
<br />{ X940.8
<br />Edge 0
<br />v X 934.9���� ` °'5.4635.7
<br />C \
<br />® 935.
<br />JE ° 4 635.7 1 944.0
<br />CP934.7
<br />P
<br />) X 934.4 50F �� °
<br />X 934.7
<br />X934.2
<br />,
<br />X932.9
<br />934.r1a
<br />i * 936.1
<br />935,71
<br />' 'i936.11 \ /
<br />X935.0 \
<br />' 932.9
<br />933.6 933.7 932.9
<br />X935. i p' o' A X938.6\\ X946.8
<br />/
<br />,X934.1
<br />o
<br />I
<br />GRAPHIC SCALE
<br />e ' , \\ �X 44.5 20 0 10 20 40
<br />O
<br />rj ►'i' 1, \ X941.0941
<br />a 93610 � �� ( IN FEET )
<br />X935.1
<br />- - -- t A X935.0 A ��
<br />\936.1 \
<br />i3 \ t` \
<br />2 �` \ - - X936.4 �C938.0/ i y LINE OF
<br />1 X947\7
<br />13 X936.3
<br />\ X9 \.4 �`` \\ / / LO 11 BL 1
<br />\ 36.7 IN, e ��
<br />933.4
<br />`
<br />cp. � � � / \� 942.8 0�
<br />• > . ® y , Vic'
<br />O/ ---/
<br />/X 7.5 - 940.7 0 ��eS,�`.L
<br />\ Q '�,938.8 _-'
<br />934.6 �E----- - - \ F��p X120 42 6 X944.8
<br />/9 .4 - Grave/ Drive_--'� 941.3 - �2
<br />1
<br />s F o e
<br />934.5 X938.7_ /2��'15It W �, 20� X946.7 �e
<br />40.1 71' S 2 ✓ �o
<br />el
<br />14" Ook- a ° `� % X 946.7 �, e
<br />\ 8" Maple - V40. �' � 43.
<br />r 0
<br />/ X�, 4i 941.6 �0. �� �\ 4.2\ °� X947.�,1a o�cS�
<br />01
<br />X934.0 �\\ of
<br />94-2--' / N -4 �s 1y�5¢�
<br />vv 01
<br />tq,6 A / 1 X 9 6
<br />�t_3\ \� ` 8 0/�� \ X947.0 X944.9
<br />X938. ° 9 \\� G 94 44.1
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />/ e
<br />e
<br />e
<br />e
<br />a
<br />0
<br />`NO
<br />Proposed rock retaining wall top 945, grade on upper+�
<br />side of wall shall be 0.3 feet above swale grades e
<br />shown and not at 945 top grade and grade at bottom `e
<br />shall match proposed grades shown
<br />934.8/ �; \ y 944.3 1 43,5 ------
<br />----- P�' /cl v e
<br />935,19 940.1 /
<br />36 941. 33.51 `LO 9sr \ V�. '
<br />Proposed rock retaining wall 938 g y a 6 /
<br />top and bottom match proposed grades shown 935.3 I 10" le
<br />top o \ 43'2 G�
<br />935.0 . - \ �� `ti ^ ^G � 0 '1,1E X 942\7 /
<br />ti o, ROCK bV cb. �c ➢� 1
<br />935.0 0,o P 93 V �C? i PROPO C) 944.1 '944.0
<br />°N GARAGE FLOOR = 944.4 /
<br />1
<br />0 10 \ TOP FOUNDATION = 948. �mF R \/\ 9s7
<br />� � _ - - 4.3
<br />94 942. 2 ,l L W FLOOR = 939.2 /' �x�s p,SC C ° ; 9�z�� 45.� �. / 1,9,41.9
<br />�J35.9 X F ,\N OR ''II
<br />6, FSI F%E 10 ap/&s
<br />•� 9S �\2F0\/ / g 6.4
<br />935.2 4 �� �h .0 4.24 G� G / F
<br />41.4\', ,�O ��PO tk
<br />01 n�4� %� 44.0
<br />935.4 941. 0
<br />X ( 10� 4 _ %%\i �6 Gbt on wood (to be removed) a / j� 936
<br />935.7 C/r e�� 'a. 943.4 p /
<br />X 42.2' - S -9,43.2 X9376
<br />,91%,,X943.4
<br />F �
<br />\ �\`, 37.4�'�0� -�4"�
<br />941.9 � e ` e ` �'2,38-- ` \ 4
<br />` r6
<br />\,X937.4� 8 41.0
<br />- �
<br />\ \ 6�43.1� \� s X937-2 a 20 lbfa /e 41AX
<br />16" Maple t ° �% ,v
<br />942.1 m %/° \�`�j X 937.1 /
<br />+u
<br />4Z.3 9T 16" Moplb, /� �,
<br />941:8 94x.9 _ \ 939.5 v
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />e
<br />j.`a�� /1' L` ' X$35.9
<br />939.9 A
<br />-
<br />48. i X,942. , �\° L�� ��/ /
<br />Z Zt'61,
<br />934.0 , _
<br />\\�.9X941.8X9-------, 932'9
<br />r
<br />\ X9\40.5 X932.9 --- /
<br />Proposed rock retaining wall 934,1 \ �0�6 \ i X935.7
<br />- -� /
<br />bottom match proposed grades shown /
<br />top 4 feet above bottom %Ole-
<br />�`1 s
<br />X938.2 , , / 928.9
<br />X933.0 �'
<br />,00• / / co
<br />,X938.2
<br />�J 933.6
<br />' r
<br />X932.8 ,
<br />\\� N6-'\� 4'632.1 / 9 700,
<br />\ /
<br />-- �\ ' 1
<br />M3.9?32.9 , 928.9 t®bsf
<br />_�• / , e 01
<br />X932:7-- �00 P P
<br />&1y aGo
<br />Drw. No. 08001J
<br />
|