HomeMy WebLinkAboutProject PacketCITY OF ORONO
P.O. Box 66
Crystal Bay, MN 55323
473-7357
TO: Mr. & Mrs. David J. Yorks
2825 Casco Point Road
Wayzata, MN 55391
APPLICATION N0.1986
NOTICE OF COUNCIL ACTION
Date of Notice: 2/21/95
COPIES:
TYPE OF APPLICATION: After-the-Fact Conditional Use Permit ______________________________________________ , _______________________________________________________________ _
DATE OF MEETING: 2/13/95
COUNCIL ACTION -MOTION:
VOTE: 3 FOR 0 AGAINST
To approve per the findings and conditions of the resolution previously mailed to you. Please
arrange to sign the 3 original resolution copies at the City Offices (Monday through Friday, 8:00
to 4:30). All persons with an interest in the property must sign the resolutions.
You must obtain a building permit to complete the review process. Please note the Council did
not require the inclusion of a penalty fee for the building permit.
Please contact Jeanne Mabusth if you have any further questions concerning the review of your
after-the-fact application.
ch
REQUEST FOR COUNCIL ACTION
DATE: February 6, 1995
ITEM NO.: ~
Department Approval: Administrator Reviewed: Agenda Section:
Name Jeanne A. Mabusth Zoning
Title Building & Zoning Administrator
Item Description: #1986 David Yorks, 2825 Casco Point Road -After-the-Fact Conditional Use
Permit/Variance -Resolution
Zoning District: LR-lC.
Total lot area = 14,835 s.f.
Please refer to staff memo of January 11, 1995 for pertinent ordinances involved in this review.
Additional Exhibits
Kl-Revised Plan
K2-Section of Walls
L -David A. Stockdale, Pres. of Edgework Builders Inc. dated 1/16/95
Brief Review of Application
Applicant contacted the City in November of 1994 to advise of an immediate need to replace a
retaining wall that was in a serious state of disrepair and if not replaced before spring rains
would more than likely collapse into their lakeshore. Staff advised applicant of the abbreviated
holiday schedule for the Planning Commission noting that the City would be unable to process
a conditional use permit application to allow the installation of the wall before a January
meeting. It would be impossible to install the wall during the months of January and February
because of the condition of the soil. The applicant advised of an immediate emergency and need
to proceed in early November to replace wall. Before staff would allow construction to begin,
th -~ applicant was advised that the City Engineer must inspect the site to confirm if there was a
potential for collapse of the wall and the bank and if he concurred then applicant would provide
all the necessary engineering plans and specs for his review and recommendation.
The inspection was completed by both the Zoning Administrator and Mr. Gustafson at which
time he confirmed that wall was in serious disrepair with potential for collapse. Staff also
remembered that properties to the immediate west located on the same bank sustained major
damage when older retaining walls collapsed during the 1987 storm.
The applicant was required to file a conditional use permit before the work could commence.
The original wall is constructed of timbers and was approximately 6-7' in height. The current
wall installed with Allan Block extends from · the east side at approximately 5 ½' to the west at
Request for Council Action continued
February 6, 1995
Page 2 of 2
#1986 David Yorks, 2825 Casco Point Road
approximately 8' in height. The City was not contacted for inspections during the period of the
installation of the wall so it is impossible for the Engineer to confirm that all directives of the
engineering plans for the Allan Block design wall or the City Engineer's recommendations were
adhered to. The Engineer recommended that the contractor provide a letter confirming that all
required steps were fulfilled in the construction of the 8' high wall. Review Exhibit L. David
A. Stockdale of Edgework Builders, Inc. confirms that the installation was installed per the
manufacturer's guidelines and the Bonestroo approval.
Planning Commission Action
The Planning Commission recommended unanimous approval of the after-the-fact application
as proposed and recommended that a building permit for the construction of the wall should not
have an additional penalty fee.
The Planning Commission specifically noted that staff followed an appropriate procedure in the
case of the after-the-fact application. Staff would also ask Council to comment on the
procedures adopted by the City staff in dealing with an apparent emergency situation.
The enclosed resolution has been drafted per the findings and conditions of the Planning
Commission recommendation.
COUNCIL ACTION REQUESTED:
To adopt or amend the approval resolution.
ch
A RESOLUTION GRANTING
A CONDITIONAL USE PERMIT
PER MUNICIPAL ZONING CODE SECTION 10.03, SUBDIVISION 19
AND A VARIANCE TO SECTION 10.55, SUBDIVISION 8,
AND SECTION 10.22, SUBDIVISION 1 (B)
FILE NO. 1986
WHEREAS, David J. Yorks (hereinafter the "applicant") is owner of the property
located at 2825 Casco Point Road within the City of Orono (hereinafter "City") and legally
described as follows:
Lot 117, Spring Park, including that part of Lakeshore A venue, vacated, and that
part of the land between said vacated avenue and the shore of Lake Minnetonka
lying between the sidelines of said Lot 117 extending to the shore of Lake
Minnetonka, Hennepin County, Minnesota (hereinafter the "property"); and
WHEREAS, the applicant has applied to the City for an after-the-fact conditional
use permit and variance that would allow the reconstruction of a retaining wall within the
lakeshore yard per Municipal Code Section 10.03, Subdivision 19, a conditional use permit is
required for the installation of retaining walls and per Section 10.55, Subdivision 8, and 10.22,
Subdivision 1 (B) the wall is located within the lakeshore protected area installed at a 25' setback
from the shoreline where no such structures are allowed.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Orono,
Minnesota:
FINDINGS
1. This application was reviewed as Zoning File #1986.
2. The property is located in the LR-lC Single Family Lakeshore Residential Zoning
District requiring 21,780 s.f. or one-half acre in area. The property consists of
14,835 s.f. or .34 acres.
3. The Orono Planning Commission reviewed this application on January 17, 1995
and recommended approval of the after-the-fact variances and conditional use
Page 1 of 5
permit per Zoning Code Sections 10.03, Subdivision 19, 10.55, Subdivision 8 and
10.22, Subdivision 1 (B) to permit the 5-8' high replacement retaining wall on the
property, based on the following findings:
a. The lakeshore lot has a steep sloping lakeshore bank and at the top or
ridge of the bank an old timber retaining wall had been installed sometime
in the 1950's.
b. At the site inspection in November of 1994, the City staff and City
Engineer confirmed that the former wall was in a serious state of disrepair
and needed to be replaced prior to the spring thaw and rains of 1995.
c. The wall could not be replaced in the winter months because of the
condition of the soils.
d. If the wall was to fail, this would involve the major collapse of the
applicant's lakeshore bank and the loss of several mature plantings.
e. Existing mature plantings have been saved during the reinstallation of the
second retaining wall providing screening from the shoreline.
f. The wall has been installed per the standards set forth by the manufacturer
and under the directives of the City Engineer.
4. The Council finds that the conditions existing on this property are peculiar to it
and do not apply generally to other property in this zoning district; that granting
the variance would not adversely affect traffic conditions, light, air nor pose a
fire hazard or other danger to neighboring properties, would not merely serve as
a convenience to the applicant, but is necessary to alleviate a demonstrable
hardship or difficulty; is necessary to preserve a substantial property right of the
applicant; and would be in keeping with the spirit and intent of the Zoning Code
and Comprehensive Plan of the City.
5. The City Council finds that granting a conditional use permit to allow the
installation of a retaining wall will not be detrimental to the health, safety or
general welfare of the public, would not adversely affect light, air nor pose a fire
Page 2 of 5
hazard or other danger to neighboring property, nor will its use depreciate
surrounding property values and that the proposed level of use of the property
will be in keeping with the intent and objectives of the Zoning Code and
Comprehensive Plan of the City.
CONCLUSIONS, ORDER AND CONDITIONS
Based upon one or more of the above findings, the Orono City Council hereby
grants variances to Municipal Zoning Code Sections 10.22, Subdivision 1 (B), and 10.55,
Subdivision 8, and grants a conditional use permit per Section 10.03, Subdivision 19 for the
installation of a 5-8' retaining wall that replaces a former timber wall at the lakeshore bank,
subject to the following conditions:
1. Authorities granted by this resolution mn with the property not with the owner,
but are permissive only and must be exercised by application for a building
permit within one week of the date of Council's approval, or the special
conditions of this resolution will expire on that date (Febmary 20, 1995).
2. Violation of or non-compliance with any of the terms and conditions of this
resolution shall constitute a violation of the Zoning Code, shall automatically
terminate any authority granted herein, and shall be punishable as a misdemeanor.
3. The undersigned applicant has read, understood and hereby agrees to the terms
of this resolution and on behalf of himself, his heirs, successors and assigns,
hereby agrees to the recording of this resolution in the chain of title of the
property.
Page 3 of 5
Adopted by the Orono City Council on this 13th day of February, 1995.
ATTEST:
Dorothy M. Hallin, City Clerk Edward J. Callahan, Jr., Mayor
Property Owner( s)
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me on this 13th day of
February, 1995 by Edward J. Callahan, Jr. and Dorothy M. Hallin, Mayor and City Clerk of
the City of Orono, a Minnesota municipal corporation and said instrument was executed on
behalf of the City.
Notary Public
Page 4 of 5
February 7, 1995
Mr. and Mrs . David Yorks
2825 Casco Point Road
Wayzata, MN 55391
Dear Mr. and Mrs. Yorks:
CITY of ORONO
Street Address:
2750 Kelley Parkway
Orono, MN 55356
Municipal Offices
Mailing Address:
P.O. Box 66
Crystal Bay, MN 55323-0066
The enclosed approval resolution will be presented to the Council for their formal action at the
February 13, 1995 meeting . Please contact staff prior to the meeting if you have any questions
pertaining to the findings and conditions of the resolution.
Please be advised that the Council meeting has been rescheduled from 7:00 p.m. to 7:30 p.m .
on February 13th because of scheduling conflicts for members of Council. It is staff's
recommendation that you contact the clerical staff the day of the meeting to confirm the exact
time of the meeting.
Sincerely,
1_/4 ~l a · tn ~/t.,, ;-,; (L.w)
Jeanne A. Mabusth
Building & Zoning Administrator
JAM/lsv
Telephone (612) 473-7357 • FAX 473-0510
JAM-16-·?5 MOt-~ 9:49 EDGEWORK BLDRS. P. 0 1
Edge,vork Builders, Inc.
8301 Audubon Road
Chan.'1,.assen, Mn. 55317
'OF )~ .ONO r~n rr-
Ph. {612) 368-3511 Fax (612) 368-3550 lJ AN 2 5 1995
F A.X TR.P .. NS.M1SS10N COVER SlHilElET
Date or Transmissio __ n_,_1....,./1-"'6'-"/9...a;.5 _______ _
Num't,er of pnges 16 .. (including this cover sheet.)
Fax to the Attention of; §h2wn ~ystafson <;Jo §on§tro9 anQ ~:;,2oQ. . . ' . . . . . . . .
Fax · N·umber: Phon2 n um bcr:636-4600 """"'-"-.;;.._...;......;;...;'---,-----------
Sent by: Dave Stockdal~
Notes::
Ple~se review attached do.cume.nts.
lnc~uded is the site plan, 3 cro~s, .~ections of as built conditions, and an
analysis and report from Allan Bf ock.
As you can see by their analy$is, the re-inforcing Installed ~ill meet the
engineering requirements.
t apologize for not informing you. of oq_r _installation schedule. It was not
¢!ear to me that you wanted to do a field inspection, or J would have
contacted you during the _process.
Ple~se call if you have any ques.tions.
Sinperely,
David Stockdale 648-6035 d. p~ger
Notes: If you do not receive all copies of. this transmission, plea·se
contact us immediately.
Edgewor.k Builders, Inc.
JAN-16-95 MON '9:50 EDGEWORK BLDRS. P.04
JAN. -!6' 951)1:JN) 10:19 ALU~ BLOCK TEL:612 835 0013 P. 091
ab
Allan Block-r"'
Fax Transltiission
••• I /. ~ /
'l'O!
Co1t11'.)any:
DAVE STOCKDALE
EPGEWORK BUILDERS
From:
Date:
Don Gordha,mer
J'an1.1ary 16, 199S
Fax ii-:
You should receive 13 page(s) inc1uding this o~e.
I£ yo~ do not receive al.1 pa1es, please call 835-5309
Message:
I HAVE REVIEWED 'l'HE AS~BOILT PLANS FOR T1m:: Y0f.t'£<. RESIDENCE J?ROJEC'r; iri:c>:tCALS
A-A, B-B A.ND C-C.
THE INSTALtA'I'IO.r:t PAR.i\t-1ETE~S MEET TfJE l?R:~-l;;tTGI~EERED F.E:Qa:n~JMENTS LIS.TEO IN
'I'ttE ALr.,Jt,..N BLOCK DESIGN ~UAL ( P, 17) ATTACHED .AS WELL AS WELL .AS r.l'Hg
ATTACHED INDEPENDENT EVALUATION 0.$Il{G THE 'l'£NSAR DESIGN' SOFTWARE.
PES!G~ EVOALOATION CRITERIA:
SOIL• CLAY -FRIC~lON ANGLE OF 27 DEGEIBES
WAT~t HEIGHTS~ TOTAL WALL HEIGHT($)
FACTORS OF SAFETY:
SLIDING ~1.5
OVER'rtJF.l.r:tNG =2. 0
UNCERTAI:W£IES ~1 ,5
CONSTRIJCT!ON EVALUATION CP.I'I'ERIA:
PER ALLAN BLOCK ~PECIFICA~ION (ATTACliED} AS ORIGIMl'AI1LY MODIFIED WITH BOlID
BEAMS IN ON-REI:t-TFO~CED AR.EA.$ •
Allas1 Bloek Retaining. Wall COl'l'l}?any
All:att Bloc.kr,. Ret.dni.t)g Wails
Aiun Sladt Corpor:idon • 7400 M~l.rtl Boulevard. Suite 18S • £<tin.a, MN 5!M~9 • PhoM ol?./8:i5·5309 • Fait fi12/835-00I~
-TAM-16-95 MOt·~ So:51 EDGEWORK BLDRS. P.05
-JAN.-16'95(MO~) 10:i9 ALLAN BLOCK TEL:612 835 0013 P. 002
!~p~!,~,:!~~l~!~w~,~-~~~~~.;~.~.!!.~~-;,=id=~a=in=fo:.r-.i:;e=m=e=nt.==="~·.,...._:::::~ ab-: -
To vs~ t.~t!! tabllj rollow these si:'tlple stli!p!S; IJ ·-
1. Make ~ure lhs soil conoitions at your site match the description In I ~~~~~~;.~~~,g~oGRID $)'.STEM I
th0 top of tha table j ..,
2. Scli;,ct the site eor.dl:ion (Case A, 13, or C) that mos1 clos~Iy
resembles yo,;r project $ite. .
:J, Cho,:,si;,, the wall height nec~ed ror your site and r&ad acrcss to '
.,r OP";IONA~ CAP S'LOCK
find the n!..lmb(:r of grid layGrs, ernbeclrnor.t length and grid
IOQ~tions.
DESIGN PARAMETERS
FAC:TOAS OF SAFETY A$$UMSO WEIGHTS
Sliding = 1.5 Earth Back:ill ~ 120 ;bs/C1J.ft.
O•,ertvrnu'I" c,: 2.0 Filled W9ight of
Grid Pullout :: 1,5 ALLAN BLOCK:11 120 lbs/c:i:.ft.
Grid R~.ptur~ = 1.5 Onsite St'lils 120 lf)s/,;:u.ft.
GE'NEAAL SOIL$
Pto~r dra:nage provide<;!. Coli':)$ion ,,a O COMPAC:EO
Grid meets ASTM 0-4595 Bearing Capacity.?: 2.-500 pst GRAt-;ULAR
ORIO -SASE
Des:gn Stren~h;, 1,000 ll:ls/lt (LTAO$) le• TeMar UX1400, I
Miragri_d_5_T_, :_!,'~~-g_ri_d_3o_o_._~_o_rtr_a_c_3,s_1_20_• 2_o _______ _j ____________ ..........
This table shoutd be used for estimating grid quantities for proj~(:ta whi,~h match the site ar1d ~olf descriptf,:>ns provided, tt'nd only
tor project~ which use grid strengths or 1000 lbs/ft or hlgh<H,
SOIL CONDITIONS .,."1•rr••m .. tr•l•'•'"'ffl Soil Type,,• Unilo,m to'well-grad•d sffls, : · ' sandy ano .silty c1ay$
SITE CONDITIONS H .. s · · rorAL No. oF L~ · td _ 02 03 D4 I os os l-~z._
ft ft GRID LAYERS ft NIJMSER OF EILOCt< CO}Jl~SES A80V5 §ASE
'-'-•--·-CASE. A 5 .6 2 4.0 2 5
LIJ\lill sl.:ipe abovri wat-C -h ·----___ ._.... ..... ~ ....... ·-8 . 7 2 4,0 • -L. . 7 --\!T'S' _7 .8 2 4.0 3 7 ----s .9 3 4.5 3 7 11 . ·-/!t.-~ 9 1.0 3 5.0 L .. _-1.__ 11 __ ,,, =--·---10 1.0 4 6.0 3 IS 10 14 ....
gs;; 12 1.0 5 7.0 1 3 7 11 15 --r,-··---·i--11 79--·-14 1.5 6 8.0 1 15 ----I CA$!: S 5 .6 2 4.5 2 s SLJt<!t\.1(91:1 acovi: woll
6 2 5.0 s 7 .7
250 Plll --.......
7 .8 3 5.S _1.__ 6 r 9 mm
___ .. ___ -F 8 ,9 3 6.S 2 5 9 --... ----· e 1.0 4 7.0 2 s 9 12 -10 1.0 5 7.5 _g__ _ _t_ 8 1.L. 14
12 1.0 6 ~.s r:! 4 8 11 14 17 ---14 ,.s 7 10.0 1 4 8 11 14 18 21
CA$1;;¢ s .6 2 4;0. 2 5 3 IQ 1 ~'...:ipo t1bovo wsll 6 -.a_ _ __ 2 4.gi_ -:-L ...... ...... ! ___
7 .9 3 .. ~ s 6 9 ·~, . ..__ ~-~
8 1.0 3 6.0 --~---7 ,o --.... . .,......
9 1.0 l 3 7.0 f-,3 -7 • -1.1. .. --t--•-1o-10 1.0 4 7.5 2 a 10 14 ,._1.. .... ·--....,_,, ........... 1-... _,. __ ·--· ·-12 1.0 s 10.0 1 5 9 13 f .. --. ,L
14 ,.s 7 ,2.0 , 4 8 11 14 ,.a ~1:
The aoov(I information provides gen~raf guidelines for tM 1,;se ot IM Allan Block Wall syst111m. The suital:>ility ot thI$ lnfQnn.:t!ion.
and Its use for any specific job sh:,>ill be c;ieterrnlrea by tM us~r. Act~i:;11 p(ojoct de!a'ls, designs and apecziflcatlons shoUCcf be
Qbh;lined rrom a q~alifl1;1d profes:.lcmal engineer for each specmc project. No prQvls.lorl ot tmalysrs for glc;ibai stability.
11
. -TAM-1 E,-•35 MOt-~ 9:52 EDGEWORK BLDRS. P.0€.
JAN. • 16' 95 (MC~) 10: 20 ALLAN BLOC!{ TEL:612 835 OO!j P. 003
**~**~**~~*~*******~i:******************x****~********~~•~~•**********~****~***** * :+: r.i • .i, of 2 :ic
* Bob Gravie~ * TENSWAL *
~ Allan 81CCK * TENSAR GEOGRIP REINFORCED *
~ 7400 Metro 6lvd., Suits 102 ¥ RETA!NING WAL~ ANALYSIS * * Edina, MN 35435 * *
'i: * version ~.2A * * DES!G~ER: DONG ~ Revision Date ~2/2~/S3 * ***~**~*****************~*~~*****~**~**~~******-****•x~**********~~************* Project: YORK ~ESIDENCE Project I: WALL A-A Oate: Ol/16/95
Case: WALL SECTIO~ A-A
:NPUT
:+:% Program ~,l"'l~lysi:5 for· TENSF-"\R Geogr.l.d ~.einforc~rr1et,t Only :t:!i'
REINFORC[D W~LL FILL DATA
~ei;Jht (ftl
Angle of face (C~G)
De~sity of fill (!b/ft3)
F1 h1 1. J"\ degrees * Cohesion c (lb/f:2)
RETAIN£0 6ACKFILL DATA
De~aity of fill (lb/ftJ)
P,"'i i.n degrees
* Cohes1on c (lb/ft2)
FOUNDATION SOIL O~TA
Phi in dec::--ee!S
Cohesion 5 {lb/ft2)
Allow. beari~g oress. (lb/ft2)
i..OADING DPTA
Surcharge (l0/ft2;
TENSAR GEOGR!O D~TA
Geogrid de$ignation
~ Cove~age of TENSAR geogrids
Minimu~ Geogrid :ength (ft)
W~ll soil interaction coeff.
c.s. for Qeogria pullout
Fd1. soil interaction coeff.
:;
::
-;;
:
::
:::
"
.,; ..
:::
::
:::
:::
::
= =
:
=
;;
9 •.. .O/
12.s
125
27
(i
l2.5
27
0
27
0
3000
0
UX.:.400 :oo
4.8 ,., 7 ._,.
1.:=,
(j" 7
M!SCeLLANEOUS DAiA
f.S. for sliding
F.S. for cvsrturninq r.S. for u~cert~inties
Oesigh Ms;noaolgy
c~nstruction Damage oa~ed on
= .l. 5 = 2
:. l. .5.
::: Tensar 8~id~lines
: Sand, Sil:, ~r Clay
TENSWAL vs.2 -(c) :986-1993 by Th~ Te~sar Cor~oration
9:53 EDGEWORK BLDRS. F".07
JA~. ·16' %[MO~) 10:20 ALLA~ BLOCK TEL:612 835 0013 P. 004
~*~***~~~*~~********~****~~*******¥•*******•******~•*********-*********-**~***•* * :,,.. p.?. of 2 * * 800 G-avier * TENSWAL ~ * Allan 8l~Ck * TENSA~ GEOGRlD REINFORCED *
~ 7400 Metro Blvd., Suite 102 ~ RETAINING WAL~ ANALYSIS *
* Edina, MN 55435 * *
·t,: :..: Ve,$iOn 3. 2A )I(
* DESIGNER: DONG * Revision Date 12/23/93 * *•*~**~*****************~~****~******~**w*******~*~****~**~*******~********~*~** ~roje:t: YORK RESIDENCE ?reject I: WALL A-A Date: 01/16/95 ~asm: ~ALL SECTION A-A ** P~ogr~m A~alysis for TENSAR G=ogrid Reinforcem~,t Only~•
OUTPUT
F of S against sliding =
=of$ against overturning ~
Maximum aearing Pre~sure (Lb/ft2) =
Angle of Inclination, Delta (~eg) =
Eccentricity of Pres. Resultant (ft) =
Tota! Nu~ber of TENSAR Geogrid L~y$rS -
l.62
.3. s-~
1209
o.o
-0.14
4
-------------------~--~--------------~------•~-•-•--------------w--~-----Elevation Allow. Lengt~ ~cr~ing Max Fores P.S. Control
of TENSAR Vi of TENSAR Strength of TENSA~ Mechanism
~,.:":09d.d(f·:.) (~t) Gaogrid(ft) (lb/ft) GecQrid(lb/ft.) ---------------------•-w----•-------------------------------------------~ 7.44 .1.0.69 5.00 tJXl40C:l.333 288 4.63 W( 3.9 . .31.5{
3.73 6.05 5.00 IJX1400: J.3,3-3 417 3.20 r,J( q.7,31.5,1
4.0,l. 4.21. 5.00 u:t-1400: J.33.3 S73 2.33 W( 9.7 • .31.5) ,.~9 .3.23 5,00 UXl4◊0:J.33,3 866 .l.. .54 ':'~nsic,i, -----------------------------------------N•------------------------------Efficiency of Strength Used vs. Available: 60.32 *
Area of geo~rids reau!red (ft2/ft) =
Zn accoro,snce with the ··:sn$i•ui.l" ~ic~n~ir1~ ~greeme'it,
the designer must dgtsrmi~s t~e 5~ita01l1ty of program re$~lts.
TENSWAL V3.2 -(c) 1986-1955 by The Tensar Ccrpora~ion
I)) ·~
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~
Allan Block Retaining ~all
Project: YORK RESIDENCE
Oat~: 01/16/95
Designer: DONG
NUMber: WALL A-A Wall Height! 9.67 feet
Case: WALL SECTION A-A
Al Ian Block
Facing Unit
==,------------------------------··-
rL_
~t -~
r •
1_-1 fl
Tensat· lJX.I.400 <D=2. 2:, L::::5 .. O>
Tensar UX1400 <D=3.9, l~5.0)
,-Ten:s.a:r lUX1-400 <D::::5. 7 ~ L:=5. 0)
p .. , --------------
T enixu-UXJ.. i!iOO < D= 7 • 4., L= 5 ~ 0 >
JAM-16-95 MOt-1 9:54 EDGEWORK BLDRS-P.09
J.A\. • l 6" 95 IMON) IO: 21 ALLA~ BLOCK TEL:612 835 0013 P. 006
~**••******~~*******•***~*M***~*•*~*********~~******~*~*****•**•*~~*****~*******
:K * o. l of 2 :t-:
* Bob G~avier * TENSWFL *
-~ ~U.an 81eid< * TEN$AR G!::0(:iRI'.:> Hl!INFORCEO * * 7~00 Metro Slvd., Suite 102 * RETA!NI~G WAL-~NALYSIS *
~ Edina. MN 55435 ~ *
:t ~-\/er-~.io., 3.2A *.
~ ~€SIGNER: DCN G • Revi$iOn Date 12/23/93 * *****~*~***********************~****•*~***•***********~******M********~*~**~*~** Pro~oc~: YORK R[SIDENCE ProjeQt I: WALL a-a Date: 01/16/95
Casi: ~ALL SECTION 6-B *~ ?rc~ram A~~lysis for TEN5~R Gsogrid qein~orc•ms~t Only**
REINFORCEO WA~L !I~L DATA
1-1eiQ0t (ft.)
Angle of Face (deg)
Dansitv o~ rill (lo/ft3)
Plii ir{ c;Je<.:,rees
~ Cohes~on c (lb/ft2)
RETAINeO eACKFILL DATA
Oansity cf till (10/1~3)
•::irii in d!::!gree$
~ Conesion· c (lb/ft2)
rOUNDATION SOIL DATA
Phi in dagree!:,
~chesion = (lb/ft2J
Allow. be8.dn~ i:,;-i:;e.s. (lo/ft.2)
L.OCiDINi;; DR1'A
Surcnar9e (lb/ft2)
T~NSAR GE~GRIG DATA
Geogtid desianatio~ % CQveraae o1 TENSAR geogrias
Minim~m ~sogrid length (ft)
Wall soil interaction coeff,
F.S. for gecgrid pullout
Fan. aoi: interaction coeff.
= = •· ~
;;:
=
::
=
·• ~
= =
;;
= :
7.42
12.5
125
2',i
0
l:25
27
0
2i
0
J000
0
WX.l4CO
.1.00
4
C.7
.;..$
t.). 1
MISCEL~ANEOLS OA-A
r=. s. f::,r s:l:..i~inQ ~.s. fer cver~urnini
;: .s. for uncertc:1int1es
D~sjgn Me~~odolgy
Cons~ru;tion Oamage based en
1.$
:-l. 5 = Ten•ar Guidelines = Sand. si:t, or Ciay
TE~SWAL V3.2 -(c) l986-.l99S ~y Tha l~nsar Corporatio~
_TAM-16-95 MOt·~ 9:54 EDGEWORK BLDRS. P. 1 0
JAX. ~J6' 95(MONl 10:22 ALUX BLOCK TEL 1 612 835 0013 P. OOi
~**~*S***~****•**~**~~********~~•x******~*#*****•**************¥*~~-*•M*~~******
:"-.... p.2 o·r 'Z *
• Bob Gravier * TENSWAL *
.. ,. All,:\n Sleek !I.' T~~)SAR GEOGr..:D i;E!NFORCEP *
~ 7400 M~~ro Slvd., Suite 102 * RETAINING WALL ~NA~YSIS *
~ ~dina. MN 55435 * * * Version 3.2A * * DESIGNER: DON 3 * R~vi5ion Da~e 12/23/93 * ~~~***********M***~*******~****~~•******~**~~**¥~**~*****~*~*M**~~***********~**
Proj~ct: YORK RESIOENC! Project M: WA~L e-a Cate: 0~/16/95
Case: WAL~ SECT!ON B-8 ** Pro~ram An~lYSi$ for TENSAR Geogrid ~einforcemmn~ On~y *~
F o~ S eoainst sliding
~of$ a~ainst ove~turninQ
Max:mwm 5earinQ Pressyre (~b/ft~)
Angl~ of Inclination. Delta (dag)
Eccentricity cf Prss. Rss~ltan~ (ft)
::
=
.::
'2 • .3C
6,07
918
c.o
-o.2a
Total Numbe~ of TENSAR Geogrid ~&1ers ~ 3
--------------·------~----------------~~--------------------------------Elevation A~low. Length Wor~ing Max Force F.S. Control
of TENSAR Vi ct TENSAR Strength of TE~SAR Mecha~iem
Qeogrid(ft) (ft) Geogrid(f:) (lb/ft) G~ogrid(lb/ft) --------------------------------------------------~---------------------5.73
'1.01
2,19
14.11
6.99
4.6S
S.00
5.00
5.00
UXl400: 1333
UX1400:l33-3
UX l 4<)0; 133.3
215
.383
502
6 .19
-~, 48
2.2J.
W( .3,.:L.~J. ... 5)
W( 7.4,~l.SJ
·rer~siar, ------------------------------------------------------------------------Efficiency of St•ength Usad vs. Availabl€ ~ 45.04 %
Area ~f geogrids required (f~2/ft) a 15.00
In aocordsnc~ with the ''Tenswal · licensing ~greamgnt.
t~e desl~ne~ must determine ~he su!tability of µrogram re$ults.
TENSWAL V3.2 -(c) 1966-1995 by 7he 7en~ar Corporation
,., ,.,
(L
(!}
Ct'.
A
J
l:Q
'::I.
Ct'.
iJ
3
w
IJ
A
w
b1
b1
II
a..
z
1:)
E
b1
l]l
I
1.0 ,.,
z
iI
'i
cio
c::> =
0...
. ..., -c:,.
C>
•r.>
I---:>
00
...... -'° --
_J
t.a..l
F-
::.::: ,:..=,
C> _-I
<XI
::;;,-;
--r.
~
....:J -=
l"'? .,.. ..
c::, -
;;.,,:
C>
~ . ..,
a->
..c, -I
;..--: --•·-:,
Allan Block Retaining Wall
Pt-oject: '"l"ORI{ RES I DENCE
Nu-Mber: WALL B-B
Case~ WALL SECTION B·-B
Al I.an Block
Facing Unit l==l
Date: 0~/16~95
Des i, gne ,--: DON G
~all Height! 7.42 feet
Tens.ar UXJ."ll:00 (0::::.1. 7,, L:::5. O>
...... -----~-'---------·-----
·ren!=i-•31r UX:l-400 (D:=3.4., L:=5.0)
UX.t400 ( 0:=5 • J. .,. u_:=:, • 0)
r J._ ___ _
· -TAt-~-1€,-95 MOM 9:56 EDGEWORK BLDRS. F'. 1 2
·JAX. • I 6' 95 (MON) 10: 23 ALLA~ BLOCK TEL:612 835 0013 P. 009
*•*~****~*~~~~*****~~*~~****~**~*~~*~~*****~****~***~*•****~********~*****~***~*
~ 1'-p • .L of 2 :t. * ~=b ~~avier s TENSWAL *
~ All~n Block ~ TE~SAR GEOG~!D REINFORCED *
~ ,~oo Metro Blvd., Suite 102 * RETAtNI~G WALL ANALYSZS ~
~ Edina~ MN 55435 * •
~ ~ version 3.2A *
~ OES!GhER: DON 6 * Revis!on ,atm 12/23/93 ~ *~*~*~***************~**W*~*******~*******~****~*~************~~*******~~~~~**M* ;rojsct: YORK RESIDENCE P-·cject #: WALL C-C Oat~: Ol/!6/9S
C~se: ~ALL SECTION A-A ~* Program A~alysis for TE~SAR Gecgr!d ~~inforcsment Only~*
REINFORCED WA~L FILL DATA
H9i~t-1t (ft)
Ang~e of ~ace ~dee)
)ars~ty o~ fill (Ib/ftSJ
Phi i:, Cie,;-irees
~ Coh~sion c (lb/ft2)
RETAIN~D BACKfILL ~ATA
Densicy of fill (lb/ft3)
P,;i in decrees
* Cohesion~c (lb/ft2)
fOUNDATICN SO!L DAT~
F:ni. i 1"\ degr-ses
Conesion c (lb/ft2)
~11,.;~'II-beadt~g pre3g;, (lb/ft2)
:..OADINt:3 DATA
T€NSAR GEOGRID DATA
Geoari~ desiination
% c;verage oT TENSAA qeogrids
Minimum Geogrid lengt~ (ft)
Wall ~oil i~teraction cceft.
F.S. for geogrid pullo~t
~d~. soil interactio~ coaff.
=
;
:: .. ..
;:;
::
::
~
~
~ .•
;::
.;:
.:
;:;
::
= =
~.54
J. 2. 5
:.25
27
0
125 ., ..
.., I
0
27 c,
3:'.)0Q
0
iJXl.4◊C
tOO
5
\). ....
' 1.5
(i • " i
MISCELLANEOUS O~T~
-: . 5. fc r 5 l. i ci i ng
F,S. for ov~rt~rn!ng
F.S. for unce~~aint1es
Jesian ~~t~odolQY Construction Damage ba$ed on
l.5 : z
':: .:. .. 5
-Te~sar Guidelin~$ = sa~d. Silt, or Clay
TENSWAL V3.2 -(c) 1986-1993 by T;e Tensar Corpo~ation
_TAM-16-•;tS MOt-~ 9:56 EDGEWORK BLDRS. P. 1 3
JAN.~16'95010Xl 10:24 ALLAN BLOCK Tf:L:612 835 0013 P. 010
~**~~~*~***X*~~**~**M**~*****M****~**~**•*•~~*****~***********~****~~~***M**¥***
;i: :lt -., • 2 of 2 . .,.
* Bob Grav!er * TENSWAL ~ * Allar Sloe~ * TENS~R GEOGRID REINFORCED *
~ 7400 M•~ro 8lvc., Sui~e 102 * RETAtNING WAL~ ANALYSIS *
~ Edina. MN S54SS • *
:t :r Ve res ion 3. 2A *
* DESIGNER: DCN G ~ Rsvision ~atg 12/23/93 *
**~*****************************~***•***~**~****~*****~*******•****~~*******¥*~* Project: YO~K RESIOENC~ Project I: WALL c-C Date: 01/16/95
:a~e: ~A~~ SECTIO~ ~-A ** Program Aralysi$ tor TEN6AA Gaogrid Reinforcs~~ne ~nly *~
OvTPlJi
F ct S again$t sliding
F cf 9 ags!nGt overturning
Maxi~um Bearing Pre~sure (Lb/ft2)
An~l~ cf !~clinaticn, Delta (cag]
Eccentri~ity of Pres. Resulta~t (ft)
=
2.50
7. O.l.
v.O
-C.29
Tota! Numbsr of TENSAR Geogrid Layers = 2
-----------------------~--------~---------------------~-----------------Elev.a t'io1-.
=•f H:MSA~
G,::1:09 -~ici (ft)
Al lt:.ll~.
Vj,
(ft)
Length WorKi~s
of TENSAR Stranath
Geogrid~ft) (lb/fE!
Max Force F.6.
o'I' TE:NSAR
Geoc,;,iricl(lt,/ft)
Cantrel
Mac. n:~ ~i $m
----------------------------------~-----------------------¥~-------~----4.5S
2.86
S.00
5.00
2,54
587
4.54
., '?.,
-,. "-I
\11 ( 4 • 0 ' .31 " .5 )
W( 6.8,31.5) -•-----------~-------------•----------------------4-•-----~~~"-------w--•
E~ficiency of Strength Jsed v~. AvailablM = 49,55 %
Area of gec9rids required (ft2/f~) ~ 10.00
!n $CC:)rdance wit~ -che ··r.ans~'J.:1l'· ,lic.ang;i.ng Agreemsr,t..
thm desig~e1· musc determine tne suitability ct orogram result~.
T£NSWAL V3.2 -(cl 1986-1993 by Tne Tensar Cor~oraeion
'!j-
"
ii.
(1)
f.t'.
i:i
J
i4
~
f.t'.
Ci
:::
w
lj
i:i
w
r
[1
II
1J',
I
0
E
b"!
17',
•,i.1
"
I
-[ ~,
~llan Block Retaining ~all
Project: 'YORK RESIDENCE
NuMber: WALL C-C
Case ! WALL SECT I ON ~--<:::,(...
Al Ian Block
Facing Unit
r--~-J
Date: 01/16/95
Designer: DONG
~all Hei9ht: 6 .. 84 -Feet
L::-:5. 0)
H f__ I T enfi,:sr-UXJ. 400 ( D=-=2 " 2 4' ( ,L _____________________ .
r~--J l I J I T•msa,-UXJ.400 <D='L O,
i--1
lL~
.l ___ i
_______ J__ ---· --------------------·
L=5.0)
c... ::.-
~
I -0-.
~
C.,t ·-0 = -=-......
"""'
;::£rr
;:,:... -=
0::,
C
C>
!:?. --~
-er,
r-
°' -1-.>
00
vt
CA
= c::, -c.,,
-c,
c:::,
-TAt--1-16-95 MON 9:~7 EDGEWORK BLDRS. P. 1 5
,JA~. -16' 950fO~i 10:25 ALLAN BLOCK
SPECIFICATIONS
_ -::. ===.:..-===-::===:-==:::..:-====-=-=·
REINFORCEMENT
GE:OGRIID
PAR.I 1 GENERAL
1.1 Scopo
Werk in,:l1.1des fumi(Jhi:'IO llnd ln:.t:11H,1g !;E:OSnd ~'.!"!1ur,;:emo:-.t,
w~l1 fill. r.rid backfill to lhe lil'l~ nnd grades ~c$lignatcd on the
e<insl.r\lction d~wlt'IQS and as :!li)ecined herein. Aleo inctudGd
is the furr.1$hil,!) and ln.~tollln~ all ap;,urtenot1t m3Ceri,ur. rO•
requ!rttd lo( cor1:itn.ic8or1 of the g~09rii:1 ro:.~rcrceQ soil a!1a!nir.9
wnlt as $!".own on (l'i~ cor-struction dr~wl:'lgs.
1.2 Applicl'.lblo ~ction, of Aclated Work.
A, Sedo:"I !: A!lan eiock Modular !'l~t;iinlng Wai' Vn!ts.
1.~ Reference ~l::lndurds
A, S~e ~Pl'lcir:c geo9:1d manufactur4•~ ~tere,ice st;.n~rds.
1 • .i Oclivcry. Storage, ~nd H.:1ndllng
A. Gt.:'09rid
1. Cor:lrac!or st-~11 ¢h0ck the geo9l'id vi:on d,:;,livery 10 assIm1
11'1.\l th" propur ma:ar:al has beer; tQeelvoo.
2, G¢~rid shall be storod above -ZO degrees F.
3. Ccnt1:1ctor :ih~ll i:irc:ivQnt exc~ssive :nu:i, wet ,:om,mt,
tJJ)Qxy and like matori:i.ls which mCly ~tr.x thcrnse1v~s to
111c 9r"dwor1(, f10t'l'l coming In eon!~ct with the g;;.-o:,;,ld
rnat.irial.
,. Rolled geo9rid '"atorial m~y bl) 1aid ll3t or sto<XI on ilnd
lor storage,.
PART t CIUD M.AT?IUAlS
2,1 D,~finltfons
A. Oeogrid prO\lvr:ts shall be of hi~h "~"slty p<Jlyethyione or
Polyoster ')':-l('t\$ (,neapsula.ted In prol•Xtiv~ <:rolins
Sf)•~cmcal!y /ab•lci'.IIOC! for u:ie 3,3 a scit feinforcemc:nt
m-110.-ial. a. Concrnta rntainfno wall unirs are 115 d,:-tJifod on the dfetwir:g,
and ar'B specilied u~os: saction-, Rc~inln9 Waft Ur,iti..
C. W.tll lill I~ :a free dr.1il'lil"l9 granular maten.if :is defined !n
ise::fon: Modu:.ir Concrete Retaining Wall sys:ems as
'Or~in,191i1 Fill" bchiM lh~ w::111.
O, BackliU i~ the so/I which l~ ui.ed as ffil lor thG r11inforc,?d :;oll
m;.t;.
e. ~01.md~llon sor1 II) the. lr.simu soil,
2..:? Prcxiucts
A. Geogrtd shali be tt-.11 ty;;,e as show:i on the drawh19:; h.l·Jlng
tho property requirem.-.nts as diJ~r\i:lod within th'1
manur~ct1.1<ers si:oci/icanoni.
:t3 Accnpt)blc Munufl!ctun,rs
A. A rnanutacturr,ro p,oducl srnill be ~ppl'OvQd by tnc ori9lr.oor
prier to b;d ~p•~nlng.
PAR.T 3 tXECUTION
3.1 Foundation Soil Praf)Jr.itlon
A. F'c:11.1nt:!atior1 soil shin ba e.xc.nv3ted to \he :ll'IOS ar.d g;a<Jc$
as sMwl'I on IM ccr.:;.tr::i!tiori drawings or as dlrocte::l by the
Engi,~cct.
6. Fl.)U<'ld~Uon soil :.hat! be ~x.unln~:i bi' 11':e en9ln~ar !e a~~1Jr<i
that tM actual lo1J11i;/.itior, tOil srrer.!.)th meet, or axceecs
as~umod de$igri -l;trel"igtn.
C. OvQt•~l<cavated :ircas shall be ~!iled with approl/8d comp..'1¢1Gd
oack!i!I material.
0. Foundation ,;,oil ~ti~li te proor l'tlllcd :,rlor to fil! ario 3,1.,~f;d
p!accmc:'11.
3.2 Woll Ercl;tiQl'I
A, Wall ~roclion shall be n $PQCifi\XI under Sectier: I! Rlitainlr.g
WllJJS,
3.~ Geogfld !Mtulh.1tion
A. h'\Stall AL:LAN $LOCI< w:i.11 ro designatod halght ot 111'.rt 9rl<S
layer, backfill and compae1 behind wall l6 &!pth equal w
dcsi(Jrlt:d gnd t1mgth.
B. Cut !J"-~Gr'd to designed e:nt:,~<1,1,1.1r.: !!lngth (Lgrid) anti
lay behir'IQ wait with 1:\.11 edge of Qiid an top of ALLAN BLOC,<
tQ b:i~ odaa-OI lip, ex!Ond lo back ol sl"Ptl,
C. Pt~c!l t'lext cou•$4 o! ALLAN BLOCK on top of grid ar,d fill
blc.cl< core~ with dtrilnage !HI to lo,;'< :ii pl:1.::e. Remove ~'~~l<
in grid al'ld 111ake to mai.,taln 1e.-,:;i.;,n,
TEL:612 835 0013 P. 012
--=--..,,,..__.--==_=ab =
C. G~ogrld ':11'111II bo ~,d at th~ P'Q()"r eiew,uon and oricf'll,1tiOl"I
M ,1-io ... 111 on the ,:onsttw;tlOI\ .:r.1wln9i; or as directect by ltte
en91ne~r. e. C9rr~ct orientation (toll dir~;lion) of :re; SWc:'JOr:d ~~u;: b'
v,~ririca by th<, contr:ictor,
F, !=011,:,...,, manule.ctt;rorn 11uld~1in~a rcla~vo 10 •~ve,1:ii, rro,1Jlre•
menLZ ot u'1iax101 and biaJ<i.111 grids.
tJ, Loc.ition ancl l)la.:-0mcn1 ol th(l ge;ogrid it ai: shewn ~•l the
~rawincs. The r,:il.:.t!ve pr;,Oition 91 thi, ,j,;,)gtiq layers 10 ths
l'leiQht above llnif.hed :;,raCf~ m1Jst be mll!:'ltain.ed regardlas~
ol tt,o t'lumber of units wh;ch ~re plt-1<'.ed t.1¢1;:ow fini:sheo
iir.v:re. :.u FIi( Plateme11t Md enckflll Pln~m•Mt
A. Wall M :'nl!IL'lrfal ~hall M pf:ace~ Jn tilts and Gomp~.;IE!d as
sper.ll!cd ul'ldRr See1io:11: Modul.!!.r Cont;l'l'.lte Atltu::'lir.g Wall
Systt.-m~.
a. Bact:fi/i sh.all be plti~d, s~read. 111nd c:o<'r'lpacted in :;ucb a
manner ltiat r.".il'lirni.:es tho dt'lvt:lopment o! vifinklcs irr .ind/er
movcmerit ¢1 the geogr,d.
0, Onfy ha1d ... ;pM1t..d compaetion equlpmunt ~hall be allow(ld
within 3 1Cii;! ol the wall !ace.
D. 6acl-.iiU .sht1ll b((l l)laced from Lt-ill wall roan\'OJ'd to ln::..ure tMI
1tie geogrio (omains taut,
E. Track~~ ¢¢~rructlon 0<1ulpment shall r'IQI be operdt,:(f
dt:e<.1ly on tho seogrid. Mi,,irnum bar.kffl t11.ickne:-:i:_ of 6
inches Is required prior to Opor:a~oh ur tracked vehicle:; ovor
the ;ie-oorid. fuming o1 traokod vehicles should ba kept to 11
Minimum to prcvont ttac~ l(irm :li~pltic;lng tho 1111 ar.d
damaging I~ seogrid.
P. Aub:,er•lired equipment may pat.$ ovo~ the gec9rld re•
lnfor~ment at slow sp.:.'-eds, let;S tn:..~ ,o MF'H, $\10don
l)(,1kln9 and sharp tvming sh~II ~ ~vol~(.Jd, a. 1'h$ bac:)({lll shall be corripactec 10· achli)vo 95% stl,\r,d;ird
prcc:or. Soll tests or the b,,ckfiil _rnzstt-ri41 sh.all ~ subrr.it1ed to
th¢ OfH;1te en:;iineer lof rQvlew and ap,:,:..:lval prior 10 p!JCY•
mer.tot any l:acldill Thesa son lusts eh~II be performed by
'111 lr,doperdent W$th,g agency, or a?prove:.l on•silq l;,b.
Tr,o :ost resLitG :;MIi be given lo tho 0,1-!lite engl,,uor a:.
'»lrl as po:ll:llble .:ftllr ttJstir:9. Tlli: contl':ilt!lQr :s fully_ m:;pons
ib,e for ac.hic:ving th~ !:pec:lfied col'l'lp,,cl;ori requirr:mon!.!I ..
TM on,i;ite engrr.cor rrmy d1r~1_tti~ cr.u;:tr.:1ctorto ri!lroovta lind
c~rrer.tly replace, ti1'1Y soll lour.d to b~ 11ot lri cornpllar100 wilh
ti\!)!:~ sp.:x:iliC.'lliom;,
MASONRY
Tho i:1ut;lgr\ o.nd cons:ruciiun of ~ R~lnlcrce::f ~1aor.ry W::\11 Sy:;tom
t.hall comply wilh S!!ctions B tl'lt'ough O :ind lht: provl:::klna of
chatters 2::3 ,:u~d 24 of ttie 1991 UBC.
TECHNICAL SUPPOAT
Engineer.rig svpport tor projecte 11'1,,~ tall t-,,iy.'.lnd !h(I ~r,p.; of
thtSI) •~uid<-.:lit1(1$, ¢ontact ALLAN 8LOCK CORPOrtATION at
1•800/899-5309 ICf .l:.ZisttlnCG,
21
.
-TAM-16-95 MOM 9:58 EI'.IGEWORK BLDRS. p -1 -=·
JAN. ·16' 95i:110Nl 10:25 ALLA~ BLOCK
SPECIFICATIONS
---.:.-••••r.--·,
ALLAN BLOCK
PART 1 C£NERAJ.
1.1 Scope
Werk Includes f\<rnishing anc ir:st.illing modular conc•ot¢ block
ro:.:i:ning w!llr unitel !O the lln.(!$ and grades d,;$:!)M,!ed on the
cMstru,~ion dr~wil'IS~ and i\$ tpaciffed heroin.
1.:Z .Apptlc.1bre Sectir;,n$ of Aolak,d Work
A. Gou<)rid Wall Flci11!0:c&i"enl
a. M:11.lc:iry W;9II l!l~lnlorcem~n:
1 .3 nclcrl!ne-0 St.1ndunl$
A. ASTM C90·7S (19131 rev) Hilllew Load 6carin1, Maso:ir;
1.,11'111:l
$. ASTM C140•7$ (198i rtlv) $a;-n~•li,,o 2.nd Te~t,ng
CMC(QIO Mason.,. Units
C. ASTM C14S•7S (1981 rev) Solid LMc Searing Concreltl
Miltonry Units
1.4 Oollvory, Stor:igc. and Handling
A. Contractor st:att check th~ ma:~•ials upon dcllvery 10
assure p1-.,pGr mat~riai ha$ l)oan rece;•,,:d,
e. Contractor t.!•~11 prevent exeo~~lve mud, w~, ~emenL ant;t
Jlke materi;)f wr.ich rr.ay aHix th~rnsclvel!. trom <:om;n~ in
contNct with th~ materia'i;.
C. 0Jntrac1or :11'1:IU ptolecl mo ma!&!rial& from damage. Dllm•
aoad f!"ate11aI $hall not oo incor,:,o:atcd into the proj.:z.:1,
,,Ala .2 ltl!TlUNING WAU
:2, 1 Ml'.ltc-ri.1la
A. COftcro:e Uni!~
1. Matoflry units snail tie Allan erock RoMtnlr.g w .. 11 unas es
pfQd•J¢Ad by Licer.ll~d Manufa:t.:.rrfr.
2, C¢r1cr£,IG waU unit$ stia:I l':ave rnir,imufr'I 28 day c•.:m,~r.;,ss:..-~
iuer.gth ot 3,000 psi i(I accordE:1,,:9 with ASTM o.s:io. The
¢¢1we1e :!i!hall hi.wt adequate freeio-thaw prc:ection wrih an
a11~r.l90 absorption t::ila ol ffve perc.cnt
3. ;xt.,irict d1f111!.)n$10l'I$ ehall be unilofro :i:id cont,.1.:.:~nt.
M;oomum dimcnstor.al deviation, ;nall be orIe•h91f ioch
(not including text1,n'!ld face), Units al'G re(lulre~ 10 havti an
AVQtA~ tacial ~r17,;l of , 75 sq,. ft.
4. Aotair.ir.g wall 1.1nlts shall provi~o .i minimum 01 100 pour,<:i:s
tot:11 willght P.er squ:are foot o/ IV311 race a:ea. ~ill contained
within tha units may be ::onsid~(Od o0% affective wQight
s, E:x:o,io, fat::B sr..:ill bia !(a.1ured. Color llS !lpec.:ilied by
own<ar,
S. 8~:.ll' M~(¢ii.ll
1, 8M~ rnal~ti~I shall ccnsi:st of compar;tod 3.'.'lnds, gra.vol, or
;O,lO,Ql!l as shown In th,;i construcUOf'I drawings. A .
l'rlinlmum of six in,::Ms or compacier:t \:J:.l:'..Q Is requlr~d.
C. Or~naga Fill
t. P:iH matorial tor unit ccros and tor r;!•tiit1::ign !:lehind w~tl
$11~1 eM&ist of frct'i·d(.,,ining. granular m3Uirlal. (3'!;1q;,tlon
$1l.:\I! Include mater,~! to 3/S inch mir.,.is wilh fines 1i1,1it,~d· 10
~w. pa!;sing tl20Q !.liove and rc~s th::ll'I :30%, pa:.51:'IQ #40
$iQV8.
2. A mir1im•.Jm of 8 ir1cr.et1 of dli:lir'-S~ !Ill must extend behind
tho wall t(l within on1a loot of the linal grade. C"p backfill
with impi;rvlous m::itQrial. e. 9.:,.¢ktil!
, , ~~!erial $MIi be n:ltiv.i ma:erlar u,..J~~~ otherw'.::e si;iecin~
1/1 lho drawl:1~s. Whan us:ng ,;c~d 10f slope r<1nlQrcemc:nt,
soils used 10 ba~ill geognd must comDIY wi:n $:Md.:ir.-Js
set by grid m;'ll'lr.,lac:turer's g~lai;,line:!:.
2. Where :,11;!.!ilio:1;21 r,n ii; rcqvir.id, CQntractor st-.au submir
~1rnplt ar1r.1 ~peci!ication::r 10 the EnglnC1er for approva.t,
i.2 R(ct.Jioir\9 Woll lnsu.ill:.ition
20
A. E-.:~11tilion
1. Co'ltractor .&~<llf sitcavatr.3 to :hlil llncs and grade: shown
on the ~ot1::1tructlon drawin~s. Co:\tructor :h:,ill u~ia e-1.utlon
n¢t lo ovmr excav~t,:: b!lyor.d !he lines ~own, or 10 di:.t\l!'tl
th.a base ·cIirr.it!on~ boyond \ho~ $h01vn. a. Foi;ndali¢n Soll Pni.plt3ti0l'I
, . F'ovnclali¢n ~oll st\a!I be ex<:av~tod a!l req1.~t~ fer base
TEL:612 835 0013 P, &!3
MCI looting dir~en:;;io,,:: snowr on cons1rucUon dr:iwin~s.
or ~s dlu:-c!ed by tt:e site En!,11nc-:1r.
2. Fovndallon sol! _,~,.ill bo t.>:.:timioed by the l:n9i,1~llr to
in$ure :hot the actual fo!Jndalion s¢il strenl)ih 11l¢C:it or
exceed$ :lS:lumed dcCigr\ stre11gth. $.;,ii net meeting lt'~
reqi;frecl stre,,oth cil,111 be rflrr1oved :1M ta:,laced w'lh
.accepta~ro l'l'l:llllrial.
C. 8..1s~
t. 9,%t) rna:oriol sh.iii b~ pl,:ie.;.d aG sh◊wn on c6nstrv~ion
dr,;,ving wl\h i m;r,imi.:m tl\iekn!3ss of el>: irlchGs. Top QI
baso sh.i!I bi loeo:od to ;itrow collom wall 1,1n:is to be
• b1.1red to pr-?per depth:; il:I' POf wall halgit$ ll''ld
s~13cf!1carions.
2. ease m:i:eriol,:; elhall be :nsl::.11.:,d on tndI$ti,irt,od r1ative
$Oils or :iuitabt~ re.:>lac.:.rrior.1 fills co:"lp;:ictcd to 95% ol
s:andard pr,)clot.
~-Bose rnulCriat:; !!hall be ¢,:,mpa:::ted ICl p1'ovide a fevc! M,·d
&urlnce Qn which to p!,iu:iv first cour3Q of 1Jnits. Compacrfoo
li.'1all be w;tr, a machllrtlcol plato comp,'.r,W to 95¼ ol
sta~1:la~d proctor.
l, Bose mal(trif.\I$ shall be to !1'1C! depth ~r.d width shown,
ContractQr m.ly opt tor r•Jl)rae:ng tbp th1'¢C ll'lches of bll'3C
with an ur:r~inloreect col'l¢r¢io tOpj:llng. 1Nhon maso:,ry
reir.!orccment t9ct,;iique iS tJ$P.d. check f0¢t/ng design i11
1ro:11 zoction ror tu,1Mr details.
O. Ur1it lt.stolialion
1. Fir;! courst? of c;onr,(OIG wait units .sh,1!! be placed on lh!l
prcpaf~d b;ise wi:h the tei~eo lip fa~lng Ol•t and lha: frQnt
ec:'903 tigtll together, Tha unfls ~0.111:io chr:!Cl{eq for l~vdl and
aug,·u'rlent as they !.\'C ~laced, ·
2. ln~v,e that ur.?ts 1,3-e In full coni.:ic1 w:!.h base. Prop(Jr care
:itiull bill lal<t:n to dcvc,lop str.1119111 liM~ and sr.iac,th ~urwis on
b.i~ course as pcf wall !ayout,
(3, All ~~vltlas In and aro1,md tne bm:$ row shall be ffi~~ wi(h
'bA~.¢ matatiar a,d eomr,r,cte1. ·eM~II trx.L and b.ic;I( or
enti1G base rcr, to i1rm1y lock in p\1ca. Che-..k ~gnln fQI' lev~I
.and al!gnment A!I ~eor.s mnMli;,11 sfuld be swept lrom lc~s or.
Vl'llL'l,
4, ln,;tall next c:oun;;c ot W3.il unit$ on to11 or baae row.
P.;.mUcn blocks to b~ offset trom ,cami 4f bfooks Mlow.
Perfect "running bond" is not e~c,ntlal, bl!t a three-inch
ave;ragc minimum o!l~el is recomrnerdecf. Cl'led-: each
block lor !)toper :!.li:Jnrn,mt .ind level. F'ilt llll c.-wit,es
In Md :o an 6" clop'.h bchi,•,d bloc:t with "d(<IIM~o. till'
Backfill ro,'l'l~inlng spact-Mhind second <,:o;ir.110 with
on~ile $◊ii$ and compact !e 95% or standnrd proctor,
S. Lay up ,:~r,-h Sl.!bsequer.1 cowtse in like m~M,u. Repe:1t
proce<Jul'Q lo lhe e:<:cnt ol woll hcig!,t,
2.3 W.1h1t M1.1nagemc,\t
A. Avoid rctail'\iilp wall deS:!ll'l Md lnstalltitiO/l whl,;h would permll
()O;)ling an,;! i:otll'lc:!.ion of s1,;r1~=0 1unott above w4'11.
B. Adec:1.1.ite j)tovi~ions to bi: fMVJo 10 ecnuol s~nfacG runoff and
dir~ct ;i•ovnd Willi 61f"dS, Provl/:IQ swole~ abc,11(! Md btllOW w~II
a:; p¢rrni::;~ibJI'} to accommoda10.
C. R<:tainlr:g Wall design ~nd lnstaJla:f;>n to providQ max:mum
lare-al dr.iir1age .at site il:S sttowe~ by oxislir-g silo eondl.tlon~.
o. Provi<Io !or (!~ditlor..al drain~~◊ l'QJIQf bi:hfnd ~1;'.lining war.s
abov~ $ !oP.l in ~eight. rn:aoll 4,lnch diafTlelor pl)rfOf3ted dmin
tile at w,;'111 bosa and abc::ve graoe at ba!u1 c,I w3ll. lnsmll tee-,
littii,~$ Md outlets 1hrough wall surlac~ al no ~foan:r 1han 20
1-e11I on cM:a,.
I;. Pt<.'lk!ri (or adeqt.:a~e rnvIch r.ir vegerative 9taLind cover ab<!vG
~i"ld surrot.:nding reta1o,i119 wall to pr¢11Mt Qxce~lve lli:iif
61<:SiOl"I,
F. Contain sovrce$ of QQncontr.ned wo.t.:.r flow suctl litO roof
sc11pp,;ir$1 ,~ra,n'll .ar.d vaU11~. pan,:in~ lots, ~lr.i, .. l\l'ld route
4(0Und wall accor<llngly,
CITY OF ORONO
P.O. Box 66
Crystal Bay, MN 55323
473-7357
TO: Mr. and Mrs. David Yorks
2825 Casco Point Road
Wayzata, MN 55391
TYPE OF APPLICATION:
DATE OF MEETING: 1/17/95
ZONING FILE #1986
NOTICE OF PLANNING COMMISSION
ACTION
DATE OF NOTICE: 1/23/95
COPIES TO:
Conditional Use .Permit/Variance
VOTE: 7 FOR 0 AGAINST
Planning Commission recommends the following:
Planning Commission voted unanimous approval of your after-the-fact application. Your
application will be scheduled before the Council at their February 13, 1995 meeting. Please
note that meeting commences at 7:00 p.m. Approval resolutions will be sent to you prior to the
meeting that will set forth the findings and conditions of the Planning Commission
recommendation. Council may either adopt or amend the approval resolution.
You are asked to contact staff prior to the Council meeting if you have any questions pertaining
to the findings and conditions set forth in that approval resolution.
ch
:MINUTES OF THE ORONO PLANNING COMMISSION
:MEETING HELD ON JANUARY 17, 1995
(#3 -#1981 Todd R Courneya -Continued)
Nolan moved, Rowlette seconded, to approve Application #1981 subject to review and
acceptance by the City of a professional drainage plan, a comprehensive landscape
stabilization plan, as well as an erosion control plan requiring periodic inspections by the
City Engineer. Ayes 6, Nays 1, Smith. Smith's opinion is that the plan should move the
house away from the smaller hill.
(#4) #1986 DAVID YORKS, 2825 CASCO POINT ROAD -AFTER-THE-FACT
CONDITTONAL USE PE&."\-IITN ARIAN CE -PlJBLIC HEARING -8:20-8:30
P.M.
The Affidavit of Publication and Certificate of Mailing were noted.
Mrs. Yorks was present.
Schroeder read a letter addressed to the City from Dave Stockdale of Edgework Builders,
the contractor for the application, to be included as part of the public record, stipulating
confinnation that proper construction procedures were followed for the retaining wall as
required by the City. · ·
Mabusth said the application was an emergency situation that developed after the
November Planning Commission meeting requiring the City to make a decision without
first coming before the Commission and Council for approval. It was discovered that the
retaining wall at the top of the bank leading to the lake was in a near state of collapse and
measures needed to be taken immediately to safeguard bank before spring thaw and rains.
The contractor failed to call for inspections during the reconstruction of walls, although,
contractor did work with the City Engineer on the project. Since inspections would not
confirm that the wall. had been installed as required, the Engineer asked that a letter be
submitted for the record.
There were no public comments.
Rowlette felt there should be no a:fter-tp.e-fact penalty due to the circumstances.
Rowlette, moved, Nolan seconded, to approve Application #1986 for an after-the-fact
conditional use permit and setback variance for retaining wall with the recommendation
that no penalty be assessed. Ayes 7, Nays 0.
(#5) #1987 LARRY P~ 2705 ETHEL A VENUE -VARIAN CE -PUBLIC
HEARING -8:30-8:40 P.M.
The Affidavit of Publication and Certificate of Mailing were noted.
4
I
I
To:
From:
Date:
Chair Schroeder and Orono Planning Commission Members
Ron Moorse, City Administrator
Jeanne A. Mabusth,-Building & Zoning Administrator
January 11, 1995
Subject: #1986 David Yorks, 2825 Casco Point Road -After-the-Fact Conditional Use
Permit/Variance -Public Hearing
Zoning District: LR-lC
Total lot area = 14,835 s.f.
Pertinent Ordinances
1. Section 10. 03, Subdivision 19 -Replacement of lakeshore retaining wall requires
conditional use permit.
2. Section 10.22, Subdivision 1 (B) -Setback variance for retaining wall.
Required = 7 5'
Existing :::;: 25' +
Proposed = 25' +
Variance = 50'
3. Section 10.22, Subdivision 2 -Review of hardcover.
0-75' setback area = 5,100 s.f.
Allowed= 0
Existing = 260 s.f. or 5.1 %
No change in hardcover proposed .
75-250' setback area = 9,735 s.f.
Allowed = 2,434 s.f. or 25%
Existing = 4,209 s.f. or 43.2%
No change is proposed in this setback area :
4. Section 10.55, Subdivision 8 -No land alterations are permitted within the lakeshore
protected area. The retaining wall is located approximately 25' from the shoreline of
Lake Minnetonka.
List of Exhibits
A -Application
B -Mabusth Letter 1 l/22/94
C -Gustafson Letter 11/17 /94
Zoning File #1896
January 11, 1995
Page 2
D -Gustafson Letter 1/11/95
E -Allan Block Corporation Letter 11/15/94
F -Elevations, Section, Plan
G -Large Scale Section/Plan
H -Location Map
I -Property Owners' List
J -Survey
Review of Application
In November of 1994, Mrs. Yorks contacted the City to advise of the unstable condition
of an existing retaining wall at the top of the steep lakeshore bank at her property. She was
advised by her contractor of the need to replace existing retaining wall prior to the spring thaw
and rains. Mrs. Yorks was advised that there were no future meetings of the Planning
Commission for '94 and that the first meeting of the year in 1995 would not be until January
when it would be impossible for the contractor to proceed with retaining wall replacement. Staff
advised that the City Engineer would make an inspection of her lakeshore yard to determine if
there was a potential for serious collapse of the lakeshore bank based on the condition of the
wall. Upon the City Engineer's inspection of the Yorks' property, he determined that there was
indeed a great potential for the collapse of both wall and the steep bank.
Mrs. Yorks was then advised that the City could issue no building permits until a
conditional use permit review was completed, but that if she had to proceed that it would be
advisable that she submit a conditional use permit application and provide all the necessary
information for the Engineer to complete his review of the new construction. Gustafson
approved the final specs and plans submitted by the Allan Block Corporation, review Exhibits
C, E, F and G. Applicant was advised of the need to first complete the filing of a conditional
use permit application and to also await the final review comments of the City Engineer before
construction of the wall could begin. The wall was constructed sometime in late November or
early December. Unfortunately, the contractor failed to ask for inspections of the project as it
was being installed. The Engineer recommended that if the wall was to be installed at a height
greater than 4', additional layers and depth of geo-grid were to be used. The Engineer also
notes in his letter of January 11th, Exhibit D, the following should have been implemented:
1. Bond beam or bridged construction in front of existing trees.
2. Granular backfill in the bridged areas.
3. 14 inches of buried block (18 inches required at increased height)
Gustafson contacted the contractor who advised he was not aware that he had to call for
the inspections but noted that photos were taken during the construction of the walls and that to
his knowledge, based on field notes, that all of the requirements set forth in the City Engineer's
review were carried out. As Gustafson has no way of confirming that these were achieved, he
Zoning File #1896
January 11, 1995
Page 3
advises that the City should require a written statement from contractor confirming that all of
these had been completed as a result of the increase in height.
The Building staff confirms that the contractor did provide the required erosion control
during construction. It was observed from another property when completing another inspection.
The Building staff was not involved in the inspection of the retaining walls as building permits
were not issued nor do they routinely complete such inspections when the Engineer completes
the structural/engineering review. The City Engineer will complete inspection involving land
alterations proposed under a conditional use permit. Upon your inspection you will note that
the landscaping beneath the steep banks of this wall have been protected. The wall, although
close to 7' in height at the western edge, will not be observed because of the plantings within
the steep bank and also the color of the stone used is neutral gray. Staff would caution members
that if you proceed to step down the stairs to observe the wall at the base to be most cautious
as the steps were slippery and difficult to descend because of the storage of portions of dock on
stair structure.
Issues for Consideration
1. Staff is placed smack in the middle ( or our Mayor Butler would say " between a rock and
a hard place") when dealing with emergency situations in the late fall of the year such
as in this case. There is no way to provide the necessary land use review to meet the
winter deadline. If this applicant was delayed to the end of January, there would be no
way to ensure against the collapse of the wall and bank this spring. Staff could have
advised the person to proceed on their own and deal with the penalties as they come but
we feel it imperative that the City Engineer provide his review and guidance for the
reconstruction of walls where there is potential for a serious collapse which was the case
for this property. How would the Planning Commission advise staff to proceed with
these matters?
2. Other issues raised by Planning Commission.
Planning Commission Recommendation
Your recommendation to approve must include the following conditions required by staff:
1. Applicant's contractor to submit for both City and applicant a letter confirming
that all additional improvements as set forth by the City Engineer in his report of
January 11, 1995 have been fulfilled as a result of the increase in height of the
retaining wall that is in excess of a height of 4' .
2. Applicant to obtain a building permit (and to make payment of a penalty fee?) to
cover the additional costs for the inspections of the City Engineer.
Zoning File #1896
January 11, 1995
Page 4
3. Others resommended of Commission Members.
lsv
£1 -. a
CITY OF ORONO -GENERAL LAND U P TIJ 6 Pr
PROPERTY LOCATION
Site Address UZ-6 ~ :ff; f?o. ~
Type of Application to be Filed-=--:-:::::-:-------------------
Property Identification Number (P.I.D.) ________________ _
APPLICANT
Name VfMTJ J, Jo~
Address VaZS y%Cu Pt f..12•
Pho:pe (home) __ 4.._:-Z..._./_· 1--=--=-l _,_4{_,.___
Phone (work) 4-1 J -7007
City ll$t.fU}P9 -~Zi ....... p -6$~3-q_J __
OWNER (if different than applicant) Phone (home) --------Name Phone (work) -------------------------
Address City Zip -------------------------
DateP~~cquired 5//q1tO
I (do) ~ also own the adjacent parcels of land.
FEES -CONDITIONAL USE PERMITS -
---$ 50.00 For each variance request with CUP application
---$125.00 Residential Accessory Use
---$200 .00 Institutional (church , school, etc.)
---$175.00 Guest House/Guest Apartments
---$150.00 Duplex Credit/Bldg
$250. 00 Commercial/Industrial Use ---K $200. 00 Land Alteration
I Grading and filling -designated wetland or floodplain
Grading and filling -101 cu. yd. or more
_.:....,,X_ Grading , seawall , retaining walls within 75' of lakeshore
PRD/PID -see Fee Schedule-___
___ $100 .00 Renewal Fee (no change from original application)
___ After-the-Fact Fee -Double Current Application Fee
OTHER APPLICATIONS
· $200 .00 Commercial Site Plan Review ( + consultant fees) ---
$250.00 Vacation ---
$175.00 Easement Vacation ---
$ 75 .00 Easement Vacation With Subdivision ---
---$300 .00 Rezoning (PUD -refer to fee schedule)
___ $300 . 00 Comprehensive Plan Amendment
___ $100.00 Appeals
---Other -see Fee Schedule \
PRESENT USE OF PROPERTY
Present Zoning District /fl -/ C
(month/year)
r· T T"1/ iiC !tD1i~i1i
L· J. I t \..11 L.11 \t_rl·fi..!
i :~r:\1tY~~J~-~~ a,c,r:.rcE
J. '-•--•v.:.. V\.1 \.1\l\1 j
t! ; rr;i.i --:,r)r, trt1
,·•1!F1 •r.·· \!'.£. !.JLH .i:.\/\/::V\!'
Lt!Lt..•r \ j L 2\.)() • ti{) · 1~·E-ct1r··r -·r4Ri'✓i( rau
#3.19760 C001 l~'()i /14:i;
11/21 ./9,i,
Present Use of Property Residential /other (specify) ______ _ ---
6
REQUIRED SUBMITTALS
1. ; ✓ Completed Application Form.
~ ~1 ·./--Describe request in detail.
~ .p/4-.f fr if Certified Property Owners List of owners within 350' (you can obtain this list from
b;t;/-~Mf Hennepin County Department of Finance, A-603, Government Center, 348-3271).
r~/-t} 4. __ Plat _Map. . .
1/JJ'l/ /Jr}'~ //5. __ ~ert1fica:e of Survey (signed by a llcensed surveyor) -refer to handout for survey
r ~d-. information. . . . . . . ~ ttff)(_ 6. r__ Attach legal descnpt1on to application 1f not mcluded on required survey.
7 .· __ Topographic survey (existing and proposed contours) if land alterations involve
changes in elevation (grades).
8. __ List of the legal names (include marital satus) of all persons with an interest in the
property. This would include name(s) of applicant(s) if not current owner(s).
9. __ Construction plan, if applicable (see staff for requirements).
10. __ As an addendum to this application, please attach a separate list of any other persons
you wish notified of this application.
YOU ARE REQUIRED TO SUPPLY 30 COPIES OF LARGE DOCUMENTS OR COPY
FOR REPRODUCTION (11" X 17" OR SMALLER) FOR ALL DOCUMENTS
SUBMITTED. (Staff will require to scale drawings of all documents, plans, etc. to be
submitted.)
The Applicant and Property Owner must sign this application. Please remember that your
application is not complete if the above information has not been included.
Certification by Clerical Department that Land Use Application is complete.
Initials ofClericalStaff: _____________ Date ___________ _
APPLICANT'S SIGNATURE
The applicant hereby agrees to provide all information required or requested by the Zoning
Administrator, agrees to pay additional fees (staff time not covered by original fee payment)
and/or unusual expenses incurred in review of this application, and certifies that the information
supplied is true and correc o e best of his/her knowledge.
OWNER'S SIGNATURE
The owner hereby acknowledg and agrees to this application and further authorized reasonable
entry onto the property by City staff, consultants, agents, commission members, and Council
members for purposes of · ve tigation and verification of this request.
Owner's signature Date it/i-1 /4 ± --J-.~-:::::,::;.~:__1--££..=:.__________ I
Applicant must have all submittal into City offices 25 days before the Planning Commission Meeting. Planning
Commission Meetings are held on third Monday of each month. Applicants must be present at all scheduled
review meetings of the Planning Commission and Council. If an applicant is unable to attend a scheduled meeting,
please make arrangements to have an authorized agent attend in your place and advise the Building & Zoning Office
of this change prior to the meeting.
7
CITY of ORONO
November 22, 1994
Mr. and Mrs. David J. Yorks
2825 Casco Point Road
Wayzata, MN 55391
Street Address:
2750 Kelley Parkway
Orono, MN 55356
Municipal Offices
RE: Restoration of Retaining Wall Within Lakeshore Yard
Dear Mr. and Mrs. Yorks:
Mailing Address:
P.O. Box 66
Crystal Bay, MN 55323-0066
I have enclosed a copy of the most recent report of the City Engineer concerning the engineering
design for the replacement of the retaining wall in your lakeshore yard. Mr. Gustafson has
approved the most recently amended plan dated October 30, 1994 including detail of elevation
and cross section plus letter from Don Gordhaner of Allen Block Retaining Walls dated
November 15, 1994.
As we discussed in earlier conversations, there are no further meetings of the Planning
Commission this year. The City Engineer has confirmed that there is an immediate need to
proceed with the repair of your retaining wall. You have agreed to file a conditional use
permit/variance application before your contractor can begin the necessary repairs. Your land
use application has been filed with the City and will be presented before the Planning
Commission on Tuesday, January 17, 1995.
Please contact my office if you have any further questions concerning this matter.
Sincerely,
Ytvvv=
Jeanne A. Mabusth
Building & Zoning Administrator
JAM/lsv
Telephone (612) 473-7357 • FAX 473-0510
J{]J Bonestroo
Rosene
Anderlik &
Associates
BonesttDO, Rosene. Anderlik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer
--1\11
Engineers & Architects
November 17, 1994
Ms. Jeanne A. Mabusth ,
Building and Zoning Administrator
City of Orono
Post Office Box 66
Crystal Bay, Minnesota 55323
Re: Yorks Residence
File No. 139-gen
Dear Jeanne ,
Otto G. Bonestroo. P.E.
Robert W. Rose ne. P.E.•
Joseph C. Anderlik, P.E.
Marvin L. Sorvala, P.E .
Richard E. Turner, P.E.
Glenn R .. Cook, P.E.
Thomas E. Noyes. P.E.
Robert G. Schunicht, P.E.
Susan M . Eberlin. C.P.A.
"'Senior Consultan t
Howard A. Sanford. P.E.
Keith A. Gordon, P.E.
Robert R. Pfefferle, P.E.
Richa rd W. Foster, P.E .
David 0. Loskota. P.E.
Robert C. Russek. A.I.A .
Jerry A. Bourdon. P.E.
Mark A. Hanson, P.E.
Michael T. Rautman n. P.E.
Ted K. Field. P.E.
Thomas R. Anderson, A.I.A .
Donald C. Burgardt. P.E.
Thomas A. Syfko. P.E.
Frederic J. Stenborg, P.E.
Ismael Martinez, P.E.
Michael P. Rau, P.E. Mark D. Wallis. P.E.
Agnes M . Ring. A .I.C.P. M iles B. Jensen, P.E.
Thomas W. Peterson, P.E. L. Ph illip Gravel. P.E.
M ichael C. Lynch. P.E. Karen L. Wiemeri. P.E .
James R. Maland, P.E. Gary D. Kristofitz. P.E.
Jerry D. Pertzsch, P.E. Keith R. Yapp, P.E.
Scott J. Arganek. P.E. Douglas J. Benoit, P.E.
Kenneth P. Anderson. P.E. Shawn D. Gustafson. P.E.
Ma rk R. Rolfs. P.E. Cecilio Olivier. P.E.
M ark A. Seip, P.E. Paul G. Heuer. P.E.
Gary W. Marien, P.E. John P. Gorder, P.E.
Pa ul J. Gannon, A.I.A. Charles A. Erickson
Daniel J. Edgerton, P.E . Leo M. Pawelsky
A . Rick Schmidt. P.E. Harlan M . Olson
Philip J. Caswell. P.E. James F. Engelhardt
NOV 1 B 1994
(_;. ' ,
We have reviewed the revised proposal submitted today to replace the existing timber
retaining wall on the Yorks residence at 2825 Casco Point Road. We understand the
urgency to do the work soon to prevent additional damage to the property. The revised
plans are acceptable from an engineering standpoint and we would recommend approval.
If the height of the wall changes at any time during construction, additional geogrid must
be included for support of the wall . Prior to starting the work, silt fence must be installed
along the shoreline for erosion control.
Please contact me at this office if you have any questions regarding this matter .
Yours very truly,
BONESTROO , ROSENE, A_NDERLIK & ASSOCIATES , INC .
LD-~+
Shawn D. Gustafson, P.E .
cc: Dave Stockdale
2335 West Highway 36 •St.Paul, MN 55113 • 61 2 -6 3 6 -4600
e
January 11, 1995
M:i. Jeanne A, Mabusth,
Buiidtng ant\ Zr)ning A(in·)ini;tJatcir
Cit" 1 ·if Orono
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Un January 5tl1 we mspecte(l the completed retalnmg wan at rne Yorks residence at 282:<i Casco
Polm Roai:1 ~✓either the applicant or the contractor contacted the City f'or inspection prior to
or dunng consm.iction. fhe he1ght ot the Gompk.ted wall Js two to five fee,t taller than shown
,m the approvec1 pians. rhe plans show 4-feet ot expmit!.d wall, We hac.l noted 1n our previous
reviews that 'if the height of the ,;val! changes at any time during construcnon, additional
gecignd must be included tor support of the wall.;' ilie contrnctor ;;ihould provide mfom1anr'ln
!:ummnlng that addniona.i &ayers and depth of geognt! ,ven, USf(J to constn.ict the waii due m
the mcrease1j ht1gnt. Other aspects shown on the. approved purns that ~hould i1ave been
inc!mk
bond btmm , bridged) comJtrnct :in n tr ,nt , ? 1st1F ~; trees
., J;!,nHiU\a! h»cknl! in bridged ,m -:ts
t4 inches ot buried block ( 18 1chf' r. :.iuire .t HK f;aserj tHdgl"it)
I'he comrnctt)r should provide the C ;y w1tr,
pi:rns showmg, change.s m design Hf .j any 1
were taken tc ;einforce the wail at ·
i::, :en during const'"uction, rt::v1serJ
, rnatton ,1.1JJ v:io\li,:.1 ,jocumem wt,sr steps
. :11¾C tne wall was not constructed
m acco:rda.nc1..: wim tht': approved W.nl'i, tr, comn ;;,.i): ,~i:u""-, :"i
1.i 1 hb C-ic:.
HONESTHO(), ROSENE 1 A~~
c,~-. LJavc: St\)1-:;kdale, Edgc\-VC)fk f!tiildcr~) Jr1t'.
D
· ......... _.
Allan Blockrn
Edgework Builders
David Stockdale, President
8301 Audubon Road
Chanhassen, MN 55317
Re: Yorks Residence, Orono, MN.
Dear Mr. Stockdale,
November 15, 1994
Our in-house engineering staff has reviewed the proposed
segmental retaining wall which is to replace an existing treated
timber retaining wall.
While it is true that no failure has occurred and your proposed
walls do not substantially change the current wall geometry,
this does not assure future success as this assumes a static
condition and future conditions could change. Furthermore the
construction of said wall(s) is on an overall slope and any
design can address internal and external wall stability but not
overall slope stability.
For these reasons we suggest the following to insure that the
replacement wall not exacerbate the current stable condition.
1. All walls should be geogrid reinforced to insure internal and
external stability.
2. Geogrid reinforcement will necessarily require "benching" of
the reinforced zone into the existing slope geometry.
3. To insure no future changes in the soil in the reinforced
zone:
a. use free draining material (limited to 5% fines) in
backfill/reinforced zone and leveling pad.
b. place drainage tile behind the base course of block and
also at base of the reinforced zone where it meets the
retained soil -all tile draining to daylight.
c. backfill the top 6" (below top soil) with impermeable
clay soil to prevent surface drainage into reinforced
zone.
d. grade to prevent surface ponding above walls.
4. Because of the slope at the toe of the wall(s) it is
recommended that a minimum of 2 courses of block be
buried or H'/7 embedment depth which ever is greater. One
course buried block for the top 2'wall is adequate.
Allan Block™ Retaining Walls
Allan Block Corporation • 7400 Metro Boulevard, Suite 185 • Edina, MN 55439 • Phone 612/835-5309 • Fax 612/835-0013
Allan Block™
5. Your proposed construction procedures are appropriate. I
recommend excelsior netting be dormant seeded for Spring
germination of appropriate vegetation.
6. All block and grid installation in accordance with the
specifications in the Allan Block Design Manual.
7. I have included the engineered wall details for the a 6'wall
which represents your major ·wall including buried block.
In summary; said walls can be constructed as designed with the
understanding that design parameters are for internal and
external stability only and no provision for overall slope
stability. As you noted, the slope has been stable and it is
reasonable to assume it will remain so if conditions do not
substantially change; the most critical condition being ground
water. For this reason we have recommended the above procedures
which we feel will insure that no hydrostatic pressures develop
and selected backfill will insure soil uniformity and
performance. Said construction neither improves or diminishes
the global stability of the slope but given that you will be
eliminating the most probably failure scenario, your approach is
entirely appropriate with the disclaimer that should the total
slope fail, sail failure would likely include the retaining
walls. Mr. Gustafson of Bonestroo and Associates has apparently
expressed concern over the effect of the "weight" of the soils on
the slope. This is a legitimate concern. I feel the existing
walls suggest adequate bearing capacity and slope stability and
the proposed design parameters above will improved the current
situation and reduce the prospect of future failure.
For the Allan Block Corporation,
0~ ~"'c\l~
Don Gordhamer
Technical Services
copy: Shawn Gustafson
Allan Bloc.kn-Retaining Walls
Allan Block Corporation • 7400 Metro Boulevard, Suite 185 • Edina, MN 55439 • Phone 612/835-5309 • Fax 612/835-0013
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!-:'ennepin County, Y.ir.ne!:lct.'1
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and that part of tho lsnc be-
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the shore of Loke Xinnetonka
lying betveer. t.l:c sidelinflf, of
said Let 117 extended to the src-re
of i,.qke Minnetcnb3., and of the
locstion o: all huildings thereon,
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or on seid l~nc. Since the o~iginal
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o~ snic lot, this surv&y has ooen
b!lsed ur-o:-: previousl:r-"?xiAtinf monu
ment.a ti rn of tho lot.
----~tr?/,ff;,
Gc~on R. Coffin Rer,. Ne. 6064
Lane Surveyor and Pls.nner
Lcr.g Lake, 1-iinnesota
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i]', 1-E;;-d:;:g:-:e=w-:-:-::0-r:-;k~B::-u-il:-;-d;-e-r'!"". s~1=-n--c.fJE}!;Sli.,;;.:.-~iE()~. f<l!::~_;':"'. _D_A_V-lD_A_N_D_P_A_TIY_Y_O_~-s-----------,.--0-~~---r-Th-i-5-pia-n-·e_ha_li_ro!:-ma--in-t-he-pr.-op_«r;y_of _ _J
\~ i.-!#-%.:;:,•,~.;.;,..,;;,,;",.,,i~;,.:;~.t.;; •••. ..;,,1,,~::~·, .. -•. ~ 2825CASCOPO!tffROAD ORONO MN l '' ~:~~~~:;-~;2n~~ ~ ,1;;;;;;;1;;;; • X 1 e...5 • I.~ pertni"fon.wlll llOt;be.il = ) Unauthoriu...a use ~hall entit.le: E.5.t to ~I
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• --~~---x5iG.•i1 r., · = 10/26 ir ~301 Al.lOuroN .RO.w. OIA~.EN. MM s:.317 ~"· 1:: w130194 REY 1•11•95 o As
'i
January 1 s. 1995
Ms. Jeanne A. Mabusth
Building and Zoning Administrator
City of Orono
P. 0. Box 66
Crystal Bay, MN 55323
Re: Yorks Residence
File No. 139-gen
Dear Ms. Mabusth,
I-
It is my understanding that you are requesting supporting documentation
regarding the after the fact retaining wan permit as previously discussed.
Please review attached documents. They include:
1. A site plan with field verified elevations and sections as noted.
2. Supporting documentation from the engineering division of Allan Block.
This information verifies that the walls, as built more than meet the
engineering re1:1uirements for this project.
3. Correspondence letter from BRAA to you dated Nov. 17, 1994. {My
interpretation of this letter was that if the wall got higher, make sure
additional geogrid re-enforcement occurred. This was done.)
If you or other staff members had intended to be notified of the project during
construction, I apologize. It was not clear to me that this was desired. Please
understand that the installation was done cleanly and professionallyt in
accordance with the manufacturer's installation guidelines and BRAA staff
approval.
If you have any questions, please contact me at your earliest convenience.
Sincerely,
,la-1~
David A. Stockdale
President
"Masters of Quality Construction"
--·-----~-·---·----------
CITY OF ORONO
NOTICE
The Planning Commission will hold public
hearings in the Council Chambers ~ -2780
Kelley Parkway on Tuesday, January 17, 1995
on the matter of reviewing the following land
use applications:
1. #1986 David Yorks of 2825 Casco Point
Roac:,I, seeks approval of an after-the-fact
conditional use permit and variance that
would allow the reconstruction of a retaining
wall within fhe lakeshore yard .
2 . #1987 Larry Pillar of 2705 Ethel
Avenue, seeks approval of a side setback
variance that would allow the reconstruction
of a three season porch to be constructed
within the same building envelope as the
existing porch .
3. #1988 Kenneth J . Severinson of 2800
Shadywood Road , seeks approval of after
the-f act variances that would allow a
reconstructed privacy fence to remain that is
located within 5' of the shoreline of the
Narrows Channel.
4. #1989 William Stoddard of 2605 Kelly
Avenue, seeks approval of a conditional use
permit that would allow the excavation of a
pond within the street yard of his lakeshore
property .
5. #1991 Clair Road, the owner of 2525
Shadywood Road , has presented a
commercial site plan for the City"s review and
approval that proposes construction of a 42' x
120' two story office building .
All persons wishing to be heard will appear
at this meeting . Written comments are
solicited . Pian:; are available in the City
Offices for review, by appointment.
City of Orono
By : Planning Commission
Jeanne A. Mabusth
Build ing & Zoning Administrator
(Published in The Laker and Pioneer Jan. 2,
1995)
-------.------_-__ -__ -_ -_._-_-_-_ ----,--,-----·-··--·-----
Affidavit of Publication
State of Minnesota, County of Hennepin.
Bill Holm, being duly sworn on oath , says that he is
an authorized agent and employee of the publisher
of the newspaper known as THE LAKER, Mound,
Minnesota, and has full knowledge of the facts
which are stated below:
A.) The newspaper has complied with all the
requirements constituting qualifications as a
qualified newspaper, as provided by Minnesota
Statute 331A.02, 331A.07, and other applicable
laws, as amended.
B.) The printed kJ; /Jaedft•J
which is attached was cut from the columns of said
newspaper, and was printed and published once
each week for / successive weeks:
It was first published Monday,
the J1u/J day Of----::i'l=.J.<~I..L..J<---19 9:£,
and was thereafter inted a , published every
Monday, to and including Monday,
the, ___ day ~ 19 __ ;
v Authorized Agent
Subscribed and sworn to me on this
11 ,19 __ ,
By :
CERTIFICATE OF MAILING
STATE OF MINNESOTA
COUNTY OF HENNEPIN ss.
CITY OF ORONO
I, Jamie Bosma, of the City of Orono, Hennepin County,
Minnesota, do hereby certify that a Notice of Public Hearing
concerning the matter of #1986, was mailed to the attached
list of property owners.
In Witness Whereof, I have hereunto set my hand and seal
this 12th day of January, 1995.
CITY OF ORONO
NOTICE
The Pla1ming Commission will hold public hearings in the Council Chambers at 2780 Kelley
Parkway on Tuesday, January 17, 1995 on the matter of reviewing the following land use
applications:
1. #1986 David Yorks of 2825 Casco Point Road, seeks approval of an after-the-fact
conditional use permit and variance that would allow the reconstruction of a retaining
wall within the lakeshore yard.
2. #1987 Larry Pillar of 2705 Ethel Avenue, seeks approval of a side setback variance that
would allow the reconstruction of a three season porch to be constructed within the same
building envelope as the existing porch.
3. #1988 Kenneth J. Severinson of 2800 Shadywood Road, seeks approval of after-the-fact
variances that would allow a reconstructed privacy fence to remain that is located within
5' of the shoreline of the Narrows Channel.
4. #1989 William Stoddard of 2605 Kelly Avenue, seeks approval of a conditional use
permit that would allow the excavation of a pond within the street yard of his lakeshore
property.
5. #1991 Clair Rood, the owner of 2525 Shadywood Road, has presented a commercial site
plan for the City's review and approval that proposes construction of a 42'xl20' two
story office building.
All persons wishing to be heard will appear at this meeting. Written comments are solicited.
Plans are available in the City Offices for review, by appointment.
City of Orono
By: Planning Commission
To be published the week of January 2, 1995.
Bonestroo
Rosene
Anderlik &
Associates
Engineers & Architects
November 17, 1994
Ms. Jeanne A. Mabusth,
Otto G. 2onesrroo. PE
Roo~rt: W. Rosene. PE.·
Josepn C. Ander!lk. P £.
Marvin L. Sorvala. P.E.
Richard E. Turner. P.E.
Glenn R. Cook. P.E.
Thomas E. Noyes. P.E.
Robert G. Scnunicnc. PE.
Susan M. Eberfrn, C.P.A.
·s.er.1or Consultant
Howard A Sanford. ,PE_ \11c.-Jr!I P -.'au. PE
Ke,rh A. Gordon. PE. ¼)nes .\I. .,.ng. A I c p
Rooert R. P.'efferle. PE. Tt:cmc1s \V. Pererscn. PE
Ricnard W Foscer. PE. ,\.ticr.aef C. !..yncn. PE.
David O Loskota. PE. jar.es R. Maland. PE.
Rooert C. Russek. A.I A. .'erry O Perr:sc,. PE.
Jerry A. Sourdon. PE. xcc: J Arq.anek. PE.
,',1ark A. Hanson. PE. Ker.r:::-m P .Ar.aerscn. p E.
Michael T Raucmann. PE. .\lafic ii. Rott;. PE.
Ted K . .C1e!d. PE .\1ar.< ,-\. Se:o. PE.
Thomas R. Anderson. A.I.A G.ary \V Mcnen, PE.
Donald C. Burgaror. PE. Paul J Gannon. A IA.
Thomas A. Syfko. PE. Oar.et J ::cgen:cn. PE.
F.-edenc J. Stenoorg. P.E. ...1... ;: C.< Sc:---:rn:dr. PE
Ismael 1'v1an:rr.ez. PE. Ph:i:ei J Cas-..vetL PS.
,',1anc D \l..:a ,.\. ::-~
',t-'es 3 ~ !'"~.,.., ;:, £
L ?.1--i:1::o Gr~ ? E
l..aren L. '.V~~.'1 ='E
G2:y a <:--s-:cf~. ;;,E
Cc1.;gias ; =~-1.. ? :
S. .... a-.vn D G .. s.aK.cn. ?E
(e('!-0 C:1',r:e-,_ :::
Paut G ret...e~. p ::.
.:onn P Gcrce-r. ?E.
Char1es A Er-c1cscn
L~O .\1 Pa-.-..-e·sicy
."-'ar1an ,\1 c·scn
Building and Zoning Administrator
City of Orono NOV 1 8 1994
Post Office Box 66
Crystal Bay, Minnesota 55323
Re: Yorks Residence
File No. 139-gen
Dear Jeanne,
We have reviewed the revised proposal submitted today to replace the existing timber
retaining wall on the Yorks residence at 2825 Casco Point Road. We understand the
urgency to do the work soon to prevent additional damage to the property. The revised
plans are acceptable from an engineering standpoint and we would recommend approval.
If the height of the wall changes at any time during construction, additional geogrid must
be included for support of the wall. Prior to starting the work, silt fence must be installed
along the shoreline for erosion control.
Please contact me at this office if you have any questions regarding this matter.
Yours very truly,
BONESTROO, ROSENE, A.t'\TDERLIK & ASSOCIATES, INC.
L D.-Ki+
Shawn D. Gustafson, P.E.
cc: Dave Stockdale
2335 West Highway 36 •St.Paul, MN 55113 • 612-636-4600
~ Bonestroo
Rosene
Anderlik &
Associates
Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer
--1\11
Engineers & Architects
November 10, 1994
Ms. Jeanne A. Mabusth ,
Building and Zoning Administrator
City of Orono
Post Office Box 66
Crystal Bay, Minnesota 55323
Re: Yorks Re si dence
File No . 139-gen
Dear Jeanne,
Otto G. Bonestroo, P.E.
Robert W. Rosene, P.E.'
Joseph C. Anderlik, P.E .
MaNin L. SoNala. P.E.
Richard E. Turner. P.E .
Glenn R. Cook. P.E.
Thomas E. Noyes, P.E.
Robert G. Schunicht. P.E.
Susan M . Eberlin, C.P.A.
*Senior Consultant
Howard A. Sanford. P.E .
Keith A . Gordon, P.E.
Robert R. Pfefferle, P.E .
Richard W. Foster, P.E .
David 0. Loskota, P.E.
Robert C. Russek. A.I.A.
Jerry A. Bourdon, P.E .
Mark A. Hanson. P.E .
Michael T. Rautmann. P.E.
Ted K. Field, P.E.
Thomas R. Anderson, A.I.A.
Donald C. Burgardt P.E.
Thomas A. Syfko. P.E.
Frederic J. Stenberg. P.E .
Ismael Martinez, P.E.
• ' I
I ' l
-r
Michael P. Rau. P.E .
Agnes M . Ring, A.I.C.P.
Thomas W. Peterson, P.E.
Michael C. Lynch. P.E.
James R. Maland, P.E.
Jerry D. Pertzsch, P.E.
Scott J. Arganek. P.E.
Kenneth P. Anderson, P.E .
Mark R. Rolfs. P.E.
Mark A. Seip, P.E.
Gary W. Marien. P.E .
Paul J. Gannon. A.I.A.
Daniel J. Edgerton, P.E.
A. Rick Schmidt. P.E .
Philip J. Caswell. P.E .
I
_'...I
; NO\/ .1 1A >9~-
~ ·.,.,. ',.,
Mark D. Wallis, P.E.
Miles 8. Jensen. P.E .
L. Phillip Gravel. P.E.
Karen L. Wiemeri, P.E.
Gary D. Kristofitz, P.E.
Keith R. Yapp, P.E.
Douglas J. Benoit, P.E .
Shawn D. Gustafson, P.E.
Cecilio Olivier. P.E.
Paul G. Heuer. P.E.
John P. Gorder, P.E.
Charles A. Erickson
Leo M. Pawelsky
Harlan M. Olson
James F. Engelhardt
We have reviewed the proposal to replace the existing timber retaining wall and riprap
along the shoreline of Spring Park Bay on the Yorks residence at 2825 Casco Point Road.
We understand the urgency to do the work soon to prevent additional damage to the
property. However, the information submitted is incomplete . A grading plan or cross
sections along the wall should be provided that shows the existing and proposed grades and
elevations. This same information should be provide d for the grading and riprap work
immediately adjacent to the shoreline .
The existing slopes between the shoreline and retaining wall are too steep and should be
improved at this time . We would recommend a maximum slope of 3 to 1 (horizontal to
vertical) to prevent erosion until a suitable ground cover has been established. These flatter
slopes would require a two or more tier wall be constructed to step up the bluff. If the
additional walls are not used , more information should be provided to explain how the steep
slopes will be stabilized, which of the existing trees will be saved and a description of the
construction technique proposed for working around the mature trees and root systems in
the area.
The wall design submitted which includes modular blocks, geogrid and draintile is
acceptable. Prior to starting the work, silt fence must be installed along the shoreline for
erosion control.
Please contact me at this office if you have any questions regarding this matter.
Yours very truly ,
.,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
~ D.~™
Shawn D. Gustafson, P .E .
2335 We st Highway 36 • St . Pa ul, MN 55 113 • 612-636-4600
ALLAN BLOCK RETAINING WALL SECTION
Top soil/sod/finish surface
5'-0"
0'-7"
Native soils
GENERAL NOTES:
l. COMPACTION SHAU BE 95% STANDARD PROCTOR
2. BASE SHAU CONSIST OF COMPACTS SANDS/GRAVEL, MIN. S" THICK
3. DRAINAGE FILI. 12" THICK SHALL BE INSTALLED WITHIN AND BEHIND THE WALL
TO WITHIN l' OF TOP OF WALL
4. FINAL ALIGNMENT OF THE WALL SHALL BE LOCATED IN THE FIELD, IF CONDITIONS
ARE DIFFERENT THAN THOSE PRESENTED, CONTRACTOR SHALL NOTIFY ENGINEER
PRIOR TO PROCEEDING.
Dntpned ror:
Cl11nL1 phon,:
Patty and Dave Yorks
2925 Casco Point Road
Orono, MN
No.OIJCJIO 368-3511 DAVE
11/3/94 Scare:
1/2"=1'
Native soils
SERVICE ENGINEERING
CML ENGINEERING CONSULTANTS
P.O.BOX 65247
ST. PAUL, MN, 551-100247
(612)770-5338
D" tpner: JOHN KLEITHERMES/ DAS
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EL.95 l'O" BW950'4"
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Edgework Builders, Inc.
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lffi!IIW2% @~
8301 AUDUBON ROAD • CHANHASSEN, MN 55317
Phone: (612) 368-3511 Fax: (612) 368-3550
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DESIGNED FOR:
ADDRESS:
Lll:Nf5 f'HONE:
DATE:
Existing timber wall lave I
DAVID AND PATTY YORKS
2825 CASCO POINT ROAD
471-7007
10/30/94
ORONO, MN
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Ster, down
DESIGNER:
DAS
~'l~ ;
1 ll.1----t 1W953'"
j
El.929.4'
This plan shall remain the property of
Edgework Builders. Inc. (E.B.I.). Any
reproduction or use of this plan without
E.B. I. written permission will not be allowed.
Unauthorized use shall entitle E.B.I. to all
damages caused by such user including
preparation anti attorney's fees.
SCALE: 10/26
r·
CITY of ORONO
Municipal Offices
Post Office Box 66
Crystal Bay, Minnesota 55323--0066
. DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to
inform you that your request for a pennit or license from the City of Orono or any of its
departments may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the
permit or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the
permit or license.
3. The information may be shared with other local, state or federal agencies to the
extent necessary to process the permit or license.
4. If your requested pennit or license requires Council action to approve, some
information may become public.
5. You have certain rights under M.S. 13.04 (see following page) to review private
data on yourself.
6~~~ name is req~~ to process this applicaticr:~tp~t.
/[)4y/!J \lwn f1ets
First Middle Uast
ilrl
State
6539/
Zip
4-71--71#
Phone
ights as stated above.
TELEPHONE-483-7357 • FAX-473-0510
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subdivision 1. Type of data. The rights of individual on whom the data is s·tored or
to be stored shall be as set forth in this section.
Subd. 2. Information required to be given individual. An individual asked to supply
private or confidential data concerning himself shall be informed of: (a) the purpose and
intended use of the requested data within the collecting state agency, political subdivision, or
statewide system; (b) whether he may refuse or is legally required to supply the requested data;
(c) any known consequence arising from his supplying or refusing to supply private or
confidential data; and ( d) the identity of other persons or entities authorized by state or federal
law to receive the data. This requirement shall not apply when an individual is asked to supply
investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the
individual income tax or property tax refund instructions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authority, an
individual shall be informed whether he is the subject of stored data on individuals, and whether
it is classified as public, private or confidential. Upon his further request, an individual who
is the subject of stored private or public data on individuals shall be shown the data without any
charge to him and, if he desires, shall be informed of the content and meaning of that data.
After an individual has been shown the private data and informed of its meaning, the data need
not be disclosed to him for six months thereafter unless a dispute or action pursuant to this
section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies of the private or public data upon request by the
individual subject of the data. The responsible authority may require the requesting person to
pay the actual costs of making, certifying, and compiling the copies.
The responsible authority shall comply immediately, if possible, with any request made
pursuant to this subdivision, or within five days of the date of the request, excluding Saturdays,
Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with
the request within that time, he shall so inform the individual, and may have an additional five
days within which to comply with the request, excluding Saturdays, Sundays and legal holidays.
Subd. 4. Procedure when data is not accurate or complete. An individual may
contest the accuracy or completeness of public or private data concerning himself. To exercise
this right, an individual shall notify in writing the responsible authority describing the nature of
the disagreement. The responsible authority shall within 30 days either: (a) correct the data
found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or
incomplete data, including recipients named by the individual; or (b) notify the individual that
he believes the data to be correct. Data in dispute shall be disclosed only if the individual's
statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions
of the administrative procedure act relating to contested cases.
9
WAJ "E'H -, i .,a, ' . ' l ·""" pl<• t · I I '' • _,Jj ,n,,k.,'
r, J s .,./Jl 'i'""I l c· ... .!,,,.; , j P"i J . .I
P.O. Box 387, Wayzata, Minnesota 55391
BOARD OF MANAGERS: James R. Spen sley, Pres. • John E, Thomas• Richard R. Miller
Robert 0, Erickson• C. Woodrow Love• Clark son Lindley• Thomas Maple . Jr,
Permit ADDJication No, 92-12:
Applicant: Mr. and Mrs . David York
2825 Casco Point Road
Wayzata, MN 55391
LAKE MI H HETOHKA
2. 6 1,a92_, 'I I I ? FEB ·'!!;-= · --r ~"'t"\''
February 24, 1992
Location:
Purpose:
City of Orono, Sec. 20CB , Spring Park Bay, Lake Minnetonka
Installation of 70 lineal feet of rip rap shoreline erosion protection.
Dear Mr . and Mrs. York:
At the regularly scheduled February 20, 1992 meeting of the Board of Managers, the subject
permit application was tabled pending receipt of:
1 . Volume calculations for fill placed below the projected 100-year frequency flood elevation
of 931.5.
2 . Plan providing excavation to compensate for stormwater storage capacity lost due to fill
placed below the projected 100-year frequency flood elevation of 931.5.
3 . Volume calculations for excavation to compensate for fill placed below the projected 100-
year frequency flood elev ation .
4. Site plan showing property lines, delineation of lands under ownership of the applicant,
delineation of existing shoreline, and location and lineal footage of proposed rip rap .
5 . Rev i sed cross section specifying minimum size rip rap conforming with MN DOT Class 2
rip rap specifications .
These items should be received no later than March 9, 1992 to ensure your permit application will
be on the agenda for the next meeting of the Board of Managers scheduled for March 19, 1992.
Should you have any questions regarding this matter, please contact me at 473-4224.
Sincerely,
JAMES M . MONGTOMERY,
CONSULTING ENGINEERS , INC.
Engineers for the District
Ronald S. Quanbeck , P .E.
bt
cc: Board file
City of Orono
S. Spartz
(
CITY OP ORONO -BUILDING PERMIT APPLICATION
Total Fee: $ ~----------Date Received:_.~/~/~/4~.~~~{_9~y _· __ _
Date Approved: ________ _
Entered By: __________ _
Permit#: --------
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
(See Check-off List Enclosed)
THE APPLICANT IS: (circle one) OWNER or CONTRACTOR
JOB SITE ADDRESS: ,zez._s" ~LO~ ))'l), ~' A-1/.:7 ZIP: ~..,,
NAME OF
MAILING
OWNER: ·--yA;-n:v) t» Atvts Lfo N ~
ADDRESS: 1_. ,e,z< MC'.!J 7=b / NrlZoA-O
CONTRACTOR: ~\) 4 ~c,,,<./L. ~ i UC,~ ~1 I NC' •
MAILING ADDRESS : $:3C 1 A,v 'O 1/f!, ,.J 'Js 'b 7H::>
STATE LICENSE: # C)O ~ ~e I --'°----------
ARCHITECT/ENGINEER:CS'~V\ 1 <ztttir~t1:tf.-.tr;
MAILING ADDRESS : ·-:p 6 1~ &S' L,4-I
NAME : Jo11N ~Lt>n ~
TYPE OF WORK: New Addition
Demo Remodel /Alteration __
----------
(work) ------
PHONE: (home)1t/·7O0 7
CITY: {)gv rv O ZIP: _____ _
(DAve:-)
PHONE: 30 ~-3S't (
CITY :C.{ 11)-r,!1~1--'N ZIP :_5_>5_3 ..... /_) __ _
PHONE: ?)o -f~j{
CITY:5'-2?ttJ L-, /)A..,...t ZIP: ~'\'°'fl 0 _ _,_ ___ _
~GISTRATI0N , ·14 I
Accessory Structure Move
Renovate __;(_ Land Alteration __ _
PROPOSED WORK ( describe in det~il) : ·~avt;:: Fm L.,i H '? II rit.B t?t. ~ NIH '1 ti~
{~">rJri,<.,, #olJui.lr(Z. "1x.oct{ Wtru. (r-J 7~ 0-r,.,
STORIES: ----
NO. OF BEDROOMS:
SQ. FEET OF EACH FLOOR: ________________________ _
GARAGE STALLS: ATT. -----DET.
ESTIMATED CONSTRUCTION VALUATION ( excluding land) : $ ,6'4-(J:) ~ --------------
I hereby a p ply for a building permit and I acknowledge that the informatio n
above is complete and accurate; that the work will be in conformance with th e
ordinances and codes of the City and with the State Building Code; that I
understand this is not a permit and work is not to start without a permit; an d
that the work will be in a~cordance with the approved plan.
APPLICANT'S SIGNATURE:~aA~~~~'?tl½~LL~-~=====---------
CITY of ORONO
Post Office Box 66 • Crystal Bay, Minnesota 55323 • Municipal Offices
On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
license from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your
qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or license.
3. The information may be shared with other local, state or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or license requires Council action
to approve, some information may become public.
5. You have certain rights under M.S. 13.04 to review private
data on yourself.
6. Your full name is required to process this application or
permit.
First Middle Last
Address
City State Zip
Phone
I understand my rights as stated above.
Signature
BUILDING & ZONING -473-7357
ASSESSING • ADMINISTRATION & FINANCE -473-7358 • PUBLIC WORKS -473-7359
I
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Oak tree save
\------~\, -----------------------------------
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EL 96'0" DYY ;,:, ..,.
Edgework Builders, Inc. DESIGNED FOR,
·:-::.::;r.~~:i#~;::l«~~-=t4❖:zt.#.:"i~f..:::#.t:::ki: ADDRESS:
LIENf S-f'RDffE:
DATE:
Existing timber wall
Oak tree, save
DAVID AND F'ATTYYORK.S
2825 CASCO POINT ROAD
471-7007
10/30/94
\\ '
Step down
ORONO, MN
DESIGNER,
DAS
This plan shall remain the property of
Edgework Builders . Inc. (E.B.I.). Any
rep r oduction or use of this plan without
E.B. I. written permission will not be allowed.
Unauthorized use shall entitle E.B .I. to all
damages caused by such user i ncluding
preparation an d attorney's foes .
[SCALE: 10/26