HomeMy WebLinkAboutResolution 6857 CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
*ee
NO. 6857
kESHO
A RESOLUTION
APPROVING A PRELIMINARY PLAT
FOR THE PLAT OF TOPSIDE
FILE NO. LA18-000022
WHEREAS,Judson M. Dayton and Shelley Mydra-Dayton,trustees on behalf of The
Judson M. Dayton Revocable Trust Agreement, dated October 31, 1988 and Shelley Mydra-
Dayton, personally, are the owners of the property addressed 825 Old Crystal Bay Road South
(hereinafter the"Owners"); and
WHEREAS December 12, 2017, George Stickney (hereinafter the "Developer") on
behalf of the Owners, applied for Preliminary Plat approval to subdivide the property into two
buildable lots and an access outlot for the property legally described as:
That part of Lot 35, In Auditor's Subdivision No. 230, Hennepin County, Minnesota,
and of Government Lot 7, in Section 9, Township 117 North, Range 23 West of the
5th Principal Meridian, described as follows: beginning at a point 302.81 feet South
of the North line and 462.00 feet West of the East line of said Government Lot 7;
thence East parallel with the North line of said Lot 7 a distance of 462.00 feet to the
East line of said Lot 7; thence North along the East line of said Government Lot 7, a
distance of 302.81 feet to the Northeast corner of said lot, thence continuing North
along the North and South centerline of Section 4, Township 117, Range 23, a
distance of 216.7 feet to an intersection with the Easterly extension of the South line
of Lot 34 in the above mentioned Auditor's Subdivision No. 230, Hennepin County,
Minnesota; thence Westerly along the Southerly boundary line of said Lot 34 and
extension thereof to the Southwest corner of said Lot; thence Southerly along the
extension of the West line of said Lot 34 to a point 1071.18 feet Southerly measured
along the West line of said Lot 34 and the extension thereof, from the Northwest
corner of said Lot 34; thence Westerly deflecting 81 degrees 06 minutes to the right
from the last described course, 159.66 feet; thence continuing Westerly deflecting 2
degrees 30 minutes to the right from the last described course, a distance of 124.65
feet; thence Southwesterly on a tangential curve to the left with a radius of 388.66
feet, a distance of 193.75 feet to the point of compound curve;thence Southwesterly
on a tangential curve to the left with a radius of 212.81 feet, a distance of 160.52 feet;
thence Southwesterly in a straight line, tangent to said last described curve a distance
of 2.89 feet to the Southerly line of aforesaid Section 4;thence West along the South
line of said Section, 285.29 feet, said last described point being the Southeast corner
of Government Lot 1 in said Section 4; thence Southwesterly deflecting 35 degrees
17 minutes to the left from said last described course, a distance of 110.3 feet;thence
Southwesterly deflecting 45 degrees 28 minutes to the left from said last described
1
-/WAp CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
1.
G` NO. 6857
4 CESHOV't
course, a distance of 115.00 feet; thence Southwesterly deflecting 21 degrees 40
minutes to the right from said last described course, a distance of 174.00 feet, more
or less to the shore of Maxwell's Bay, Lake Minnetonka; thence Southeasterly along
the shore of said lake to its intersection with a line running Southerly parallel with the
East line of above mentioned Government Lot 7 in said Section 9, from a point
bearing South 12 degrees 54 minutes 40 seconds West and distant 766.76 feet from
the point of beginning, said last described course being hereinafter referred to and
designated as "Line X"; thence North parallel with the East line of said Government
Lot 7 to said point bearing South 12 degrees 54 minutes 40 seconds West and distant
766.76 feet from said point of beginning; thence North 12 degrees 54 minutes 40
seconds East 766.76 feet to the point of beginning said last described course being
hereinafter referred to and designated as "Line Y'; EXCEPTING from above
described premises, the following described tract(hereinafter sometimes referred to
as the "EXCEPTED TRACT') to-wit: Beginning at the same point of beginning as
above described;thence North 52 degrees 03 minutes 14 seconds West, 41.75 feet;
thence South 81 degrees 57 minutes 55 seconds West, 316.24 feet; thence South
26 degrees 48 minutes 53 seconds West, 556 feet, more or less to the shore of
Maxwell's Bay, Lake Minnetonka; thence Southeasterly along the shore of said lake
to an intersection with said "Line X"hereinabove described; thence North along said
"Line X"to its intersection with "Line Y"as hereinabove described; thence North 12
degrees 54 minutes 40 seconds East along said"Line Y; 766.76 feet to the point of
beginning.
For the purpose of the foregoing descriptions, the East line of the aforesaid
Government Lot 7 in said Section 9, Township 117, Range 23 West of the 5th
Principal Meridian, is assumed to be a due North and South line, Hennepin County,
Minnesota, PID: 09-117-23-21-0001 (hereinafter the"Property");
WHEREAS, the Developer requested establishment of a building pad location lakeward of
the average lakeshore setback line for proposed Lot 1, and
WHEREAS, on March 19, 2018, after published and mailed notice in accordance with
Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which
time all persons desiring to be heard concerning this application were given the opportunity to
speak thereon; and
WHEREAS, on March 19, 2018, the Planning Commission recommended
approval of the preliminary plat including the building pad location for Lot 1 lakeward of the
average lakeshore setback line; and
2
CITY OF ORONO
iLOAt
RESOLUTION OF THE CITY COUNCIL
1*ILG NO. 6857
.kESHO��
WHEREAS, on April 9, 2018, the City Council reviewed the application and the
recommendations of the Planning Commission and City staff; and
WHEREAS, the City Council reviewed the proposal at a regular meeting held on
April 9, 2018, and hereby made the following findings with regards to this application:
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA18-000022. The analysis contained
within staff memos and the exhibits attached to the aforesaid memos, all minutes from the
above mentioned meetings, and any and all other materials distributed at these meetings
are hereby incorporated by reference.
2. The Property is guided for Low Density Residential in the 2030 Community Management
Plan.
3. The Property is located in the LR-1A One Family Lakeshore Residential Zoning District
which requires a minimum of 2.0 acres and 200 feet of width; the Property contains 20.58
acres in area and has a defined lot width of over 700 feet at the lakeshore.
4. The Property is located within the Metropolitan Urban Service Area (MUSA). Sewer is
available to the Property in Old Crystal Bay Road South. City Code (Sec. 82-224) requires
the connection to sewer where available, however the Developer has asked for a waiver
of this requirement until such time when the Property is further developed. They have
provided acceptable septic system designs for the new Lot 1 as well as a new alternate
site for the existing home on Lot 2. The City Council has the authority to deviate from the
sewer connection requirement if they determine there are extraordinary conditions.
5. The Developer proposes that both lots be served by private septic systems and private
wells for the following reasons:
a. Ample Areas for Placement of Septic Sites. Because of the large lot size, the areas
available for the placement of septic systems are also large. Nothing must be
shoehorned in to fit the lots.
b. Sewer Line Length. To connect to the public sewer system lying along Old Crystal
Bay Road, would require an extraordinarily long sewer line connection. The
connecting line, from Old Crystal Bay Road to the easterly line of the westerly lot
would be approximately 1,000 feet. That is an extraordinary distance for a
connecting sewer line. Then, after running westerly approximately 1,000 feet, the
3
�*4<f,
OAt CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yG NO. 6 8 5 7
kESHOpti
connection to each lot would have an additional run of approximately 500 more
feet, to reach the existing and planned improvements on the lots.
c. Cost. The cost to install a connecting sewer line of the length stated above would
be approximately $50,000. To run connecting lines from the common line to the
improvements on the two lots would add approximately $42,000 for the main lot,
and approximately $32,000 for the westerly lot, for a total cost of about $120,000.
d. Environmental Impact. A private sewer line that must be excavated over the
distances here in question would have a greater effect on the environment, than
would a sewer line of a more typical shorter length.
6. The Property is within Tier 1 and hardcover on each lot is limited to 25% according to the
Stormwater Quality Overlay District Map.
7. The Property will be subdivided as a front lot/back lot division resulting in 2 buildable lots
and platted private driveway outlot. Both lots conform to the size and width requirements
of the City Code for the LR-1A district and back lot subdivisions.
8. Lot 1 will be defined as a back lot meeting the requirements of City Code Sections 78-
1370 and 82-256; the setbacks for rear and side yards on Lot 1 shall be 150% of the LR-
1A setback requirements.
9. Access to the Property is via the existing driveway to be contained within a platted outlot
serving both Lots 1 and 2 off of Old Crystal Bay Road South (CSAH 84), a public street.
Lot 2 will continue to also maintain a secondary access via the driveway to the south.
10. The Developer has prepared grading plans to manage stormwater on site without
negatively impacting adjacent parcels.
11. The Developer has proposed grading on Lot 1 to establish a new engineered grade for
building height determination.
12. In considering this application for average lakeshore setback variance, the Council has
considered the advice and recommendation of the Planning Commission and the effect of
the proposed subdivision upon the health, safety and welfare of the community, existing
and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and
the effect on values of property in the surrounding area.
The existing Dayton home at 825 Old Crystal Bay Road South (new Lot 2) and the home
at 3051 Farview Lane determine the average lakeshore setback line for the home on Lot
4
4LOA CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO.
6857
-fKESHG0.
1. The Developer has proposed a building envelope area on the plat drawing to reflect
their desired encroachment. The home would be permitted as close as 80 feet from the
ordinary high water level. The orientation of the Dayton home to the east is facing mostly
directly south and east and is such that no views of the lake will be impacted by the location
of a home on Lot 1. The home at 3051 Farview Lane has no lake views over this Lot 1
due to the existing trees and topography as well as their own home's orientation to lake
which are primarily western views.
13. The Park Fee is determined as 8% of the fair market value of the land being subdivided,
but must be between a minimum of $3,250 and a maximum of $5,550 per residential
dwelling unit. For the proposed development, the Park Fee would be based only on the
new lot. The City will confirm the park dedication required at the time of final plat.
The Parks, Trails and Open Space element of the Orono Community Management Plan
(CMP) has plans for trails that may specifically require dedication of land from the
Property. To accommodate a future trail, a 10' wide trail easement along the Old Crystal
Bay Road frontage should be granted as part of the plat as suggested by the Parks
Commission. A 33-foot right-of-way dedication to Hennepin County is shown along Old
Crystal Bay Road South.
14. The Owners have submitted a Conservation Design Report prepared by Jacobson
Environmental which inventories and describes the environmental features of the site,
defining what natural values of the site should be preserved or enhanced and how that
should occur.
15. According to the Jacobson Report, the Developer will be implementing a 20-foot wide no-
cut buffer along all proposed lot lines (10-feet on either side of the interior lot lines within
the plat) to preserve the existing trees for screening. Significant trees may only be cut if
they are diseased or damaged, and will be replaced at a 2:1 ratio. The Jacobson Report
states that reed canary grass was identified within the wetland basins on proposed Lot 2;
no management is proposed.
CONCLUSIONS, ORDER AND CONDITIONS:
NOW, THEREFORE, BE IT RESOLVED, based upon one or more of the above findings,
the Orono City Council hereby grants Preliminary Plat Approval to allow the subdivision of the
Property into 2 building lots and one outlot, with an established building pad location 80 feet from
the ordinary high water level, lakeward of the average lakeshore setback line for Lot 1, as depicted
on the preliminary plat drawing and grading plan dated 02/21/18 prepared by Gronberg and
Associates, attached as Exhibit A, subject to the following conditions:
5
CITY OF ORONO
sLOAr
RESOLUTION OF THE CITY COUNCIL
y*IL NO. 6857kESHO�-G
1) Approval is subject to Minnehaha Creek Watershed District (hereinafter the "MCWD")
approval and permits as required. Final Plat approval shall not be granted until the Developer
has provided evidence that all required MCWD permits have been obtained.
2) Approval is subject to Hennepin County approval of the proposed private driveway location,
right-of-way dedication, and permits as required. Final Plat approval shall not be granted until
the Developer has provided evidence that all required Hennepin County permits have been
obtained.
3) The Developer shall address the applicable general engineering comments and/or conditions
provided by City Engineer in a memo dated March 15, 2018 attached hereto as Exhibit B
with the final development plan submittal.
4) Regardless of timing of construction on Lot 1, the Average Lakeshore Setback for Lot 1 shall
be 80 feet from the ordinary high water level.
5) The Property was not assessed for sewer; nor was a sewer stub installed when the sewer
was constructed in Old Crystal Bay Road. Connection to City sewer shall be deferred until
such time when Lot 1 or Lot 2 is further developed.
6) Development shall adhere to the proposed Jacobson Conservation Design Report.
7) Erosion control shall adhere to "Best Management Practices for Protecting Water Quality in
Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and
the MCWD shall be in place prior to commencing grading and excavation on the site.All such
erosion control measures shall be maintained in working order until the site is vegetated and
stabilized.
8) The construction limits shall be clearly marked with adequate fencing to prevent any
construction damage or disturbance of any trees and vegetation outside of the construction
limits area. Developer shall identify trees to be preserved on site, shall mark them on a site
plan, and shall take extraordinary measures such as fencing, signage, etc. to ensure they are
not disturbed.
9) This approval is based upon the known issues that may affect this project, but this approval
does not limit the City from revising or amending these conditions as the review process
continues.
10)Upon evidence of resettlement history, the Developer shall cease all activity and contact the
City and the State Historical Preservation Office prior to proceeding.
6
Ait.OArp CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
y� G1 NO. 6 8 5 7
t., -EsHOiLt
11)Violation of or non-compliance with any of the terms and conditions of this resolution may
result in the termination of any authority granted herein.
12)Easements Required.
a. Drainage and Utility Easements shall be dedicated to the public on the final plat
10' along all exterior property lines, and 5' either side of interior property lines,
except such easements shall be increased to accommodate drainage where
required, subject to City staff approval.
b. A Drainage and Utility easement shall be dedicated to the public on the plat over
the storm water pond area and storm water facilities.
c. A Drainage Easement shall be granted over wetlands on the Property.
d. A Public Trail Easement shall be dedicated over the easterly 10 feet of the
Property, exclusive of any right of way.
13)Development Fees:
a. Stormwater and Drainage Trunk Fee: The property will be subject to the 2018
Stormwater and Drainage Trunk Fee of$4,030.00 per acre. For the 2-acre
zoning districts, any lot exceeding 2.0 gross acres, including wetland, shall be
charged a maximum trunk fee equal to the trunk fee for a 2.0 acre parcel.
Therefore $4,030 x 4 [2 lots x 2.0 = 4.0 total acres] = $16,120.00.
b. Park Dedication Fee: [$5,550 x 1 new lot] = $5,550.
14)Plans and Specifications. The following plans and specifications shall be submitted for review
and approval by the City and other appropriate jurisdictions prior to final plat approval, to
ensure that the proposed plat will accomplish the intended purposes:
a) Final grading, drainage and erosion control plan showing existing and proposed
contours, anticipated building locations, elevations, stormwater facilities and
calculations, utilities and erosion control measures to be used during construction.
Final Plat Approval will not be granted until the Minnehaha Creek Watershed District
has approved the stormwater management plans.
b) Final planting plan which shall include final driveway and entry planting plans with tree
calculations.
c) Final stormwater management plan.
7
-siLOAtp CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
y*1\11L- NO. 6857
G'ESHov-
d) Final stormwater pollution prevention plan (SWPPP).
e) Sufficient detail to meet the recommendations of the City Engineer.
15)Council approval is based on the entire record, above Findings.Any amendments to the plans
which are not in conformity with City codes may require further Planning Commission and City
Council review.
16)Authorities granted by this resolution run with the Property not with the Owners, but are
permissive only and must be exercised by filing a Final Plat application within one year of the
date of Council approval, or the preliminary plat approvals will expire on that date (April 9,
2019). If Final Plat approval is not granted by that date, the terms and conditions of this
resolution shall be null and void. The City Council at its sole discretion may extend the
effective period of the preliminary plat.
FINAL SUBMITTALS:
Developer shall complete all requirements for Final Plat Approval as follows. The following list of
final submittals must be submitted to the Planning Department at least four(4) weeks prior to the
regularly scheduled Council meeting on the second and fourth Mondays of the month. These
submittals are as follows:
1. Record Plat Drawings. Record plat drawings in the form of two (2) mylar copies (one
copy for the City's records and one for filing with Hennepin County) and one (1) copy
reduced to 1" = 200'. A digital copy is also required. Drawing to include:
a. Lot lines platted per preliminary plat survey/drawing by Gronberg and Associates
dated February 21, 2018 attached hereto as Exhibit A, except as modified herein.
b. Dedication of"Drainage and Utility Easements" 10' along exterior property lines, 5'
along the interior property lines, and over the storm water pond, ditches and
facilities.
c. Dedication of"Drainage Easements" over the wetlands and drainageways.
d. Name of plat.
2. Legal documents required:
8
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yF G NO. 6857
t�kFSH0SLfc'
a. Title opinion addressed to the City or a title insurance policy in favor of the City. All
owners, mortgage holders or others with property interest indicated therein shall
sign the plat and all other documents affected by such interest.
b. The Developer must provide certified copies of all recorded easements currently
affecting the Property.
c. Signed Trail Easement over the easterly 10 feet of the Property.
d. Signed Developers Agreement and Letter of Credit for construction of
improvements. The City Engineer shall establish the amount to be provided in the
Letter of Credit.
e. A Drainage and Utility Easement shall be granted over the entirety of Outlot A.
f. Access easements shall be provided over Outlot A for proposed Lots 1 and 2; a
Maintenance Agreement for the driveway improvement should also be prepared
by the Developer.
g. Signed Tree Preservation Easement/Covenants.
h. Signed Covenant to Protect Drainfield Sites.
3. Financial Guarantee. The Developer shall submit a final plat review escrow in the
amount of$2,500.00 with the final plat application.
Additionally, the Development Agreement shall include a financial guarantee by the
Developer to ensure the completion of site improvements. The City Engineer shall
complete an estimate of improvement costs, including but not limited to storm sewers,
landscaping, grading, erosion control, utilities, driveways and stormwater management
facility construction, and the applicant shall provide to the City a financial guarantee of
150% of the improvement costs.
4. Plat approval fees to be paid: Total due: $22,170
a. Final plat fee: $500.00.
b. Park Dedication Fee: $5,550.
c. Stormwater and Drainage Trunk Fee: $16,120.00.
9
*.,,i4CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yG4' NO. 6857
,kESHO
5. Violation of or non-compliance with any of the terms and conditions of this resolution may
result in the termination of any authority granted herein.
ADOPTED by the Orono City Council on this 9th day of April, 2018.
ATTEST: CITY OF ORONO:
COI(Xt-06111
Anna Carlson, City Clerk Dennis Walsh, Mayor
10
N- N
• 00 011 0
o .0MO
Z t w EYN COCOA V
,o p W SIDE
7..a 4415 WA w N IAA()OR SEC a. Z
mW'*S'a9'E T.at7N.R a W.
O n ,RY PLAT FOR -f aT1 5 4x475
op�C DAYTON 7.23& -; .orm K. W,,,, � C..an aN NIA A. a l ` P
SEC.9-11723 o I N.9<ar 'E llr VTY,MINNESOTA I(17) N 4 0Y0'E t w"«r• .' 7s'01 0.m as C i stoeu T, t I iefi -j.c,wra,WIWINAssmi SCANFEET 1 _ v „ �qJ�{� �..�+` • tor
,..-:^k_---.....i�T,. 4 N if
192621 1 I,
1 a - re
px ' C
f' ... ,�{ 3'rra,,`'� '" \'%. % rl y$i WNW ANIN WON aneNNA f
COtp
g
N w a•c+x , '� .1 a l
A
wSerWA S aaa@1 4 zs A. ¢ e..;:\ N. ' .r. `s«+. `, = " 3' \-,\'‘j $gg`5Y'4rE 2E8il.61
le4T034 64 6, v
NEW so Cm A, i,dd r`. t F K fj .» �iT Z } ✓
rs NA NAVA sou.. - e. _- :: r' (' ''y/ f ase+ a n**sato �..� .
GEWDWI Air *«8*NYa a �' { .ENA t6 Mot*
a C f,cAb` f. i 6T ,0 CAW r�.. «r> , , iq E d I 4° a„ss�r� "E 0
f 1 1� 'y// _ thh- IN esu+w,
$ «I II =,n 1269 Ac oar _t ba
a•` _.:. t .fres 7'..�. g aS
i� (R.. rt
.{i.;tF ..r z I i �$ C)
u' WETLAND 3 a{/ 1
4
�ystz, Cf <a .0 s("`r•\ �ftsaari,G4 w liar fX
O .,u i ...
T .4 \
x
9
�'Ai
°�
z
-' i
'Ary* . 1r�, "? ¢' WETLAND 2 It # w
': < t. 1 �.0-575R' �_ _ ._ 0 0 00. .. ._. ,
f
"iif r NNE
xs pp
NCa213'W 1323.70 Ifo.
EAST LIE OF OOVT LOT T. {yy
, 2 t `t'► 5£C710N 111J,27 H NN.CO PARK RESERVE 4$T76CT I _4 f
�`. J »_^x #. CAST?IONNOMMIENT FOt01O E
19 9
� �' 14
SHIN '
LAKE +,y °i w Al 9 t III;I.
7
IIl "
m "7'0wu"a°`0*•V'"1P.. �' Wide pot W Lo 35.t Rodeos&A*wreo No 230.aWa*.Cavy,6 .Ana W00*00 Lot r.N Sast4nN 10.MP Tit Nor*,6650o 23 YMald'6.'i6 055-.-4.027.22,duulba400 1.
94140 0.p09302.81 ANN S*ot7*9r Nun fwa0a82.5o Mal WNNdew Es*M W Sod 0Oavmt0M La 7,9000 Eaut5x45d woo Out 014•01 IMO Wail LW 7*WN*0 44462.00 Nato 90 FAN
* 4 ' . tow*4Y1 Lo7;6*Oaa kw*mom Ow EW tone oI sad C 0w.100w Lo 7,•W no*ot 302510et to 1w MiNwee mow W Ilea WOO.*q*o78 Nwe**990 N.**d Sam a0Mew*Saco*.4. 4 'i
Taw.0*11T Ami
11T a distance Mat nes r5waotoa*SOON EMwOF0.w.wut d90 Soo*4wa Lot 34 In Orbrsmmw
a304 AwlM2.
loR0.sut No.230.Nlewpwfawer LNww4W., A x 1
,
WAWA WReea7 Wag We Swy pvwUy70O of vitt to rw0.34 es 0rs40o41491e S0u4was/eorar W IW O Lal Melte S*/0ty a*9 Re sesowan W 0a*Mal taw of awl LP344*pant 1071.18
MINNETONKAt $ _ : 0*SN*.".7es* eg eRM4a Wool tore sad Lot 36 toot to*Proton Nowwt.ham 90 N0N*ootNNWWaal Lot 34.Two*WanOr 4
t04. 40 n
00.467 Owen Orr 110'4 let
4t� �4 7*- da0*wadmmm.15988 MW;*am*to0n.u05 NOVO4 0Ssca®2*pow 30moues MIno 7ch0boot Ow loot 00w*4410raa,*aWnaa124E5 Mt 66005*Ra.w7*ly on 9Wq*MW move b90
Mon s New of 305.55 Nat*60040.07 163.75 Net to 409009 Wempouw*rn;60005*/0*3 10O.alrosesalono 4the Oat with*oohs*21221 Net a*Manooat 100.62 M*:Owes
6601tovolorly 40•slooteala ENge44 sad Not4ra4m4 clove•Wut0w*a 2,65 Met 49h 5055 as ofs0o.ra048.06a4.67wwWoe 0nn9Ova a*A7 Coo.564 Salon.265,897.0*.s0A*7
a $ root WgVa WNW Of Gowan*iwaa,rid Seam 4.*ono�Mw4074Nyrop es
36 dogma 1TOA00
pa 60 ME ton said lid own*.0A*nwa W 7108 Ma:
< I.07N0Smi4m30*44Saoras25***Naos460NAWordM
Me4 *Iltodma0*
w*•*din* 11 00t600090ANalaoW
y04040,021dowses40 Mks X90IrsnoodlM I.
COON.NOSONANd 0 tlistareo 174.0000.more 4loos nwaa,raleu 0458*,140000*40008*tem 5*Al 040014 Nov 90 000.000*7070 NO n901MRW.aMPawwrwlYq S*001400Mo
•4R00 Um kw o*too rtw0meq Go..mwg Lot 7o.s160 Soobon0 MN a poled bosom Stoat 12 dogma 5400020500 vaw*WW oral Oaten'756.66Mw 9v0 O0 pore W 0ap9nw5atl w*
*Wm Mart0.of Al******.020 an]99..4014'0.7979 ' owes bone lwr0r 7etww04 and Aw4.*wd r L%wX 00000 Novel pastel*.h•Ewl 6.*of 00NIGoww 4r9LM7Maw poi*90*69 E*A0324gar 54.0060240490mA WW 00
07 July 7.2010 '°' . 0- WAWA78575 MR Na.root pus*Mgsvag.Pox*NUM 12 dopers 54 en***4770 WEw76676 Mot 440 peso 0M9sslsg ear ant dowwr 029*Wool 0000204 A4Ww04 nod 40agnwed
+a asLool EXCEPTING from*0000ocolvo4 p 000000010oane d*u00d tracef 000010.2 NN7w04rto EXCEPTED TRACT)4+oLSsdn0g09a sow.604 M 00905009*AV*
fed*eOMa*n7W0W**0*1*Mwna0+wxw130570, *woo Main 5204a403m.Nw014a4aw0 Wool,41,T51rtPew*Soon*0 dersea 67 minutes 55 rW.0Ws0.3,&N.foot9onto South 2500*a45ns.dr 53 woods g.556 Noe >, g
NOub1N&*ouaae90 tr0&aweM 0400000 8*00 .40017 moos Mos 450*o*o0*um0 BM.Lai*Lb0Ma0a.WNW,5a0w*NMy*Neva Pe Www of sad mks as an M*00Ns7with 4.0 Una X.v0*Ww.0 ds*4wod.Mono*Noter*tag sod Law%490lIonW
allenattion nen Lia Y so ooroowboo dA0*0 *:9000 Nva 12 atones San0NY040 soWnn Env 059 sad Low Y.766.76 loot 490p00*t 5.06075 ¢0111 14.
An.A.w**w.M*x*.tho 3250 00 0.7 wait.r<r9.wa R •7•: .-..- , . tilt atC Corp Osge 4%52.975.NM'P7129. {a .,. 'r. 'yr. For wwoos*an*9*8900j twuroN0rocOwEast Itw W dwa4oasl GNvr7mMA La l watl 5.5,057*yFk09117./WOO 23 VON dose Eh Primo*Menem 4 mum()M be a a00bAaww 8. 70.
,0000.
0000000**Nolo 0.aa*
• Near*0a7 mrrr*A J
Neal*clan .ane .. 01`
ilf it
aF'or 4i$�` .OsOaa«brow bowl 0aw*aw7 0*dffLe791OF 5 11141 1 1 3) ,. ,:
5R7 ON 7-72310 - .. .
77-407
BOLTON
& MENK 6857
Real People.Real Solutions. Resol. No.
#LA18-000022
Exhibit B
March 15,2018
City of Orono
Attn: Melanie Curtis
2750 Kelley Parkway
Orono,MN 55356
RE: Preliminary Plat Application 2018-3996
Topside
Engineering Review#1
Dear Melanie:
As requested, we have completed an engineering review of the documents submitted for the above
referenced project. We offer the following observations, comments, and recommendations for your
consideration:
1. Per City Code,this location is designated for connection to City sanitary sewer when
developed. However,the applicant has submitted an application for waiver of sanitary sewer
connection due to perceived hardships. We have discussed this requirement and application for
waiver with the City Engineer and defer to the City regarding sanitary service for this plat.
2. Perimeter erosion control measures(siltfence,rock entrance,etc.)should be indicated on the
plan. If septic sites are allowed,protection fencing should also be installed around sites.
Measures should be installed by the Contractor and inspected by the City prior to any other
work. Contractor must provide minimum 24 hour notice prior to inspection.
3. Retaining walls 4' or greater in height must be designed by a licensed Professional
Engineer. Tiered walls less than double the height of the lower wall apart will be considered
one wall. Wall plans should be submitted for review and approval prior to construction.
4. It is unclear what is proposed for common driveway. If the driveway for Lot 2 is connected
directly to Lot l's driveway instead of the common driveway in Oudot A, an easement for the
shared portion will be necessary.
5. A Final Landscape Plan should be submitted with the Final Plans. The Plan should include the
following:
a. Types and locations of proposed restoration.
b. De-compaction of existing soils under removed impervious surfaces with 12"ripping depth
prior to placement of topsoil.
c. Trees to be removed.
d. Trees to be preserved.
e. Additional trees to be planted.
6. A Flowage and Conservation easement will be required over all wetlands.
7. Drainage and Utility Easements should be provided as follows:
a. Over all stormwater management facilities used to meet regulatory requirements.
b. All swales and storm sewer providing drainage for multiple properties.
c. 5' along all side lot lines, unless adjacent to Development boundary.
d. 10' along all front lot lines, rear lot lines, and adjacent to Development boundary.
8. A conservation easement should be provided over the 20' buffer of trees to be maintained
H:\ORNO\C13115486\z-2018-xxxx Topside\Topslde_PrePlataevlew-1 2018-03-15.docx
Bolton&Menk is an equal opportunity employer.
Preliminary Plat Application 2018-3996 6 8 5 7
Topside
Page 2
between lots and the undisturbed portion of the significant tree stand on Lot 1,as identified in
the Conservation Design Master Plan,to preserve as many of the mature maple and oak trees as
possible.
9. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD)
approval and permitting. A copy of any approvals or permits required should be submitted
prior to Final Plat approval.
10. If more than 1 acre is disturbed,the applicant will be required to obtain a General Construction
Permit(NPDES)to discharge stormwater associated with construction activity. If required, a
copy of the permit should be submitted prior to any land disturbing activity, and Final Plans
should include a Stormwater Pollution Prevention Plan.
11. If the applicant is required to install stormwater management facilities on site to meet MCWD
or NPDES requirements, a Maintenance Agreement should be submitted for all stormwater
management structures and facilities and be recorded with the County. The agreement should
define maintenance responsibilities following completion of project, specify types and
frequencies of inspection and maintenance activities, designate who will conduct inspection and
maintenance activities, and outline reporting requirements.
12. Record drawings must be submitted upon completion of the project.
If you have any questions or comments,please contact me to discuss.
Sincerely,
Bolton&Menk, Inc.
Qcecti
Robert E. Bean,Jr.,P.E.
Water Resources Engineer
H:\ORNO\C13115486\z-2018-xxxx Topside\Topside PrePlatReview-1 2018-03-15.docx
Bolton&Menk is an equal opportunity employer.
II II 11110 11111 11
Doc No A10550303
Certified, filed and/or recorded on
Apr 30, 2018 4:30 PM
Office of the County Recorder
Hennepin County, Minnesota
Martin McCormick, County Recorder
Mark Chapin, County Auditor and Treasurer
Deputy 129 Pkg ID 1684997M
Document Recording Fee $46.00
Document Total $46.00
This cover sheet is now a permanent part of the recorded document.