HomeMy WebLinkAbout2016 Retaining WallsADVANCE SURVEYING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax(952)2250502 www.advsur.com
SURVEY FOR: PMI DOMES
SURVEYED: January 2005 DRAFTED: February 3, 2005
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REVISED: March 17, 2005, to show additional topography.
REVISED: April 20, 2006, to show revised proposed dwelling.
REVISED: June 29, 2006, to show revisions per Tom Kellogg letter of May 8, 2006.
REVISED: June 29, 2010, to show as built conditions and new additions.
REVISED: July 20, 2010, to add notes about proposed additions and removals.
REVISED: September 16, 2016, to show proposed retaining walls.
REVISED: October 27, 2016, to update existing conditions.
LEGAL DESCRIPTION:
Lots 9, 10, 11, and 12, Block 16, including the adjacent half of the vacated alley, Minnetonka Bluffs,
Hennepin County, Minnesota.
SCOPE OF WORK:
1. Showing the length and direction of boundary lines of the above legal description. The
scope of our services does not include determining what you own, which is a legal matter.
Please check the legal description with your records or consult with competent legal counsel,
if necessary, to make sure that it is correct, and that any matters of record, such as easements, that
you wish shown on the survey, have been shown
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the corners of the property.
4. Showing and tabulating hard cover and area of the lot for your review and for the review of
such governmental agencies as may have jurisdiction over hard cover requirements.
5. While we show proposed improvements to your property, we not as familiar with your
plans as you are nor are we as familiar with the requirements of governmental agencies as their
employees are. We suggest that you review the survey to confirm that the proposals are what you
intend and submit the survey to such governmental agencies as may have jurisdiction over your
project to gain their approvals if you can.
6. Previous terrain, survey, and boundary information per survey completed by Advance Surveying &
Engineering Co., dated July, 2010, signed by James H. Parker, RLS No. 9235. This survey should be
considered an update thereof.
STANDARD SYMBOLS & CONVENTIONS:
"I " Denotes found survey monument, unless otherwise noted.
CERTIFICATION:
I hereby certify that this plan, specification, report or survey was prepared by me or under my direct
supervision a�In4l
I am a du icensed Land Surveyor under the laws of the state of Minnesota.
Signature: �_ ✓STyped Name: Wayne W. Preubs
Reg. No: 43503 /
Date: October 27, 2016
CITY OF ORONO
SITE PLAN GRADING PLAN
GLAPPROVED
❑ APPROVED WITH REVISIONS
❑ DISAPPROVED
DATE 4t Alo J t Ca
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
LE'GENIO
EXISTING COA70brR
EXISTING SPOT ELEV MAr
PROPOSEI0 CONTOUR
DRAINAGE' .4RR0%Y -ILO#'
SILT FLNCL ISTR4# LOGS
I
I
SANITARY
RIM ELEV=
BENCH MARK
SANITARY SEWER MH
RIM ELEV=972.00
INVERT ELEV=961.98 _
972,4
1 972.3
DICKENSON
972.2 9U9
971.3
ST EETf7D\8
- 971.0 - -
970.6
T /
968.6 /
EDGE OF BITUMINOUS ROA /
971,6
135.48
N90'00'00"E 1 /
, 967,3
X971.8
Q
97 5 '� "
LO
971.9 EXISTING GARAGE
X971.1 (�
971.9 %
--r Concrete Walk 971.9
. 15.5
971.0 972.3 972.0-- _
--- \
\ 972.6 972.4 ---Rpt Wo// .6
\0 i 872.2 06 `
72.2
1
X.
•I \
,971�.t9C
972.9
123.016.7
I 15.4
Sr,l/l I� 16 .2973.3 *. V4
970.5 9.7 9/'9' /66/i
75.�70.0 Sill at door 974.1-
S WEIR MH S `61 966/8,'
918.96 CS ,6.0
oc97
'
- - I
9 6
-Garoge Aloor 973.5
Existing Dwelling 964.99
at door 963.8 , y
-
- '-
/ N
968.8 973.0 96�3.9
-� 4 .0 �/ 18.0' / � 0 �
969.1 968.0 �5 9�---, 963.7'
Z 967.8X DECK
O /- DECK]
t PORCH Q0- - - -
�4; 967.1 C-4 T - - - - -
1 PATIO -9
967.7 �7
466,6 v p
963.3X -
12
966.3
J-
I, PATIO � X963.1 l i'3 w i
PRDPOSEO ' - - - - - - - - -
L - BOULDER WALL- ���
-_' 11 50 I �0� / �' w ,
�.StLT'�ENCE�
96s,a i' �G / < 810 ROLL 'g�2
1 96, 965.4 ' �A�.�� >
964.4p�� /
/ /--550--- _--
TOW=957 - - - - -
�:� POW=953.0 _ - 349 - -
1 964.4 X 9y 95 '9X
/ /
�APPROXIMATE EDGE Or 0.1 - - - - - - - -
96316 BRUSHY
9AREA
PROPOSED S TOTAL ESTIMATED
963.5, ULDERWALL i-_.��____L-------- --- PROPOSED FILL
X / TOW=957.5 VOLUME = 260 CY
�52 962.0 �B0W=953.0
►� `961.4-958 /°�� 947. TOW=952,5
---
--Bow=s48:o
ANY- I FOUND 1�2"
- -
954,8 90,_ - - - 1 #48 TOW=.957.59F� p9
i
960,8X- Bow. 953.0
1 / S9 '00 00 W SILT FENCE,,
BIO ROLL
1 C.� Jor/tPI nning&-ZPlan Review
0h9 °10
' Sit Pia]Revi w Date' -- t �Y
' fPR�VED;'
/ rRECEIVED - -- d58 ❑tvpPR VE WITH REV{SIONS (see notes)
-' � ' ❑ ENI D,'�
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