HomeMy WebLinkAbout2007-P11483 - land alteration PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11483
Crystal Bay, Minnesota 55323 Permit Type: User Defined
(952) 249-4600 Date Issued:
10/24/2007
SITE ADDRESS: ' 2870 Little Orchard Way Unit#
Wayzata,MN 55391
PID: 09-117-23-21-0008
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type:
User Defined Permit Sub-type(s): Land Alteration(0-500 cu yc
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
Land Alteration-250 Yards
FEE SUMMARY: Pernut Fee: $ 50.00 Valuation: $ 0.00
TOTAL FEE: $ 50.00
APPLICANT: Outdoor Excapes, Inc. OWNER: Kevin&Paige Amsler
6980 Oxford St. #100 2870 Little Orchard Way
St Louis Park, MN 55426 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
/
APPI,ICA T PERM IGNA"I'URE ISSUED BY SIGNATURE
Copies: 1-File(Sigr:atures Required), 1-Applicant, 1-Monthly Reports, ]-Assessing,(If Septic, ]-Septic) Page 1
Q`~ City of Orono �/ �� �a
'g' ��� FOR C1TY USE ONLY
P.O.Box 66 Date Received: Permit#
�+is�•. �`'1 2750 Keliey Pazkway �/
� �l��}'''�`� � Crystal Bay,MN 55323 � ���� ST�U'3
\ -. �1'"
�7�_,ij�'i`�'�,� (952)249-4600
��80� Amount: $ C.U.P Filed:
Approved By: Site Plan:
Recommends: A roval Denial ❑
CITY OF ORONO - U5ER DEFINED/GENERAL PERMIT P� �� �"`�Or'
(All permits must be approved by the Building Official and/or Zoning Department) ��
C�
Job Site/Owner Information:
Site Address: �-�7U �.�i� �}j`����� �,y
Owner: �e�Y� 1-�^'�S�f Mailing Address: ��CG C.-��� ���„�,9 �_
�
City: ��on �i Zip: ��J� �
Home Phone: �S 2- y�,�� �;$7� Alternate Phone: `�J Z- y 7�- 3jy�
Contr�ctor/Applicant Information:
Contractor/App.: )�.�-c�c� �jC�O��.3n�_ Contact Person: �rS ��eS
Address: �U� �j�(�r� S�. �i�Z; State License#: � .�
City: 5�-�'•S ��-�Y.�,,�lp. �-�{2(p Expiration Date: �''/
Phone: �J 2- �2�- (��`j q Alternate Phone: ����-Z��Zy'Z�j
���.�.�����?����"k'���� ° ��`��:����P��.S OF TJSER.DEF'IN'ED PERMITS � � � �' � �'
, �„��
- -_ _.,.
�v. .� __ .
❑ Stairwav to Lake �Retainin�Walls 1�1\a� ❑ Temporat�Trailer
General—User Defined 5urchazge General—User Defined Swchazge � General—User Defined
*(Per UBC) *.(Per-�}g�j' *$30.00
*Estimated Cost:$ *Estimated Cost: $ �%
__..._..._ _
❑ Docks-42"or Greater -�Land Alteration ❑ onin Review
General—User Defined 5urchazge General—User Defined Ge era!—User Defined
�S. �
❑ Commercial-(Per UB � 0-500 Cubic Yards 2�� �� * r0-75'Zone-$30.00
* Estimated Cost:$ $50.00(Needs Site Plan) �\�
General-User Defined ❑ 501+Cubic Yards
❑ Residential- $30. 0 $SO.00(Needs C.U.P.) �a S 'n' Qt�"��``
_ _.
_.._._._....._....... L.r I fl i �� 3 0/`�c....(
❑ Tree Removal ` �
General—User Defined �
* Within 0-75' -$30.00 C � ���
�n �.
;+
I herby apply for a User Defined Permit and I acknowledge that the informati�t� u.,.,�� „ t,v111�71G1G tlll(1
accurate;that the work will be in conformance with the 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; and that the
wor ' accordance with the approved plan.
� 2i D-7
App ant Date
Reset Form (User DeSned Pertnit 3/18/04)
. - � �.
� �� �` '�;
. , , _
Memorandum �Bonestroo
To: Kellie Schlegel Project: 2870 Little Orchard Way Date: 10/18/2007 2335 Highway 36 W
, St.Paul,MN 55113
From: Matt Jensen Client: City of Orono Tel 651-636-4600
Fax 651-636-1311
Re: Permit A 11482& 11483 Retaining Wall Review File No: 000139-07000-1 www.bonestroo.com
Remarks:
At your request, we have conducted a review of the retaining walls at the above referenced
project for compliance with the requirements and standards of the City of Orono. The submittal
information is as follows:
Owner: Kevin & Paige Amster
Wall Design Engineer: KBH Consulting, Inc.
Certificate of Survey: Precision Surveys, Inc. certified October 9, 2007
Retaining Wall Submittal: KBH Letter dated October 9, �007 w/wall specification and section
Date Received; October 16, 2007
These are privately owned retaining walls that will be installed arountl the proposed pool on
the property. We have reviewed design submittal for conformance with the International
Building Code.
The KBH wall submittal does not provide the factors of safety for the wall design. The design
engineer should submit the factors of safety for overturning, sliding, and soil bearing capacity
to the City of Orono.
No geotechnical information was provided for our review. We highly recommend that the soils
used to construct the retaining wall are verified by a qualified geotechnical engineer for the soil
properties that are used in the wall design. The wall design engineer also requires a
geotechnical engineer to verify on-site soils,
Summary of Comments:
• The wall designer should submit the design factors of safety to the City.
• Owner should hire geotechnical engineer to verify soil properties and backfill according to
retaining wall plans.
�t 03 G7,Q9:21p Paul Sd-iimnowski 851-17�7114 p.1
, ;� ��� 1 �° �; � Y
KB►T� C01�SULTTi1�CT., INC=......_......_.�_.........__.._.._�.........__.....___......_.._..__._....._........_.....--__...................
��i p.s��,�;;o��
o�co�3, aoo�
Ha.n_e Frees
Outdoor Excapes, Cnc.
6600 Oxford Street#100
St. Louis Park,MN 55426
RE: Boulder Retaining DesiRn Par�uxx;tcrs
2870 X,ittic 4rchard Way
Orono, Mirmesota
KBH No. 2007.l46
Dear ivir. H�es:
This letter is bcing sent to discuss our ec�gineering dcsign paramcters for thc propoced boulder retairring
walls ai the 2870 Little Orchard Way in Orono, Minncsot� This design wa,�based on a Lautd�pe F'lan
prep�ared bY you dated Septembcr 6,20Q7. No formal soil report was ptuvided for this projcct.
1 ur►dtrstand that the p�oposed boulder rctaining walls on this pmjec[will be around the swimming pool
arca on the north side of thc house. The tall�st section will bc along the north side o�ihe�ool and will
have a 6-foot exposcd hcigi�t The rem;�indcr of the walis will vsry in expo9ed heigltt fmm 6' to 1'.
There will be ltvel slopes ai the back of the wu�l��nd�)opes up to 3:l at the base of the wal]�. No
extetnal surcharge or groundwai�r loads were desi�cd for this t�etaining wall. An embedment dcptl'� of
6"should bc maintained at the ba.�e of the wsill and a minimum wall bgtter/sciback of 18'to 23°(ap�>rox.
3 inches/vertical foot)should be uscd.
Geosynthetic teinfarcement fabric(geogrid)should be installed�follows:
- No geogrid i�required for this project.
Rcfer to industry standard practice re'ferences for installation information,specificaiions, and dc'teils.
- Boulders shall be pla�ced to dvoid eontinuoas joint ptanes in vertical or lateral dir�ctions.
- Each boulder shal) bcar on two or morc rocks below it with good flat-to-fl�t contaci_
- E'Lacc a 4"diameter corrugated pecforatcd drain tile with sock at thc finished gade of walls. Outlet
thc Main tile at 40' oc�-center and at low poirrts along the w�ll.
- Compact any structural fill place be�ittd thc drair�age zone to 95%standard pmCtor.
- (nSsall woven laadscape fabric beb�nd the boulde�to timit soil mig�ation through the wall face.
- Drainagc rock shall consist of clean 1" minus crushcd rock(l00%passing t"� 75-100%passinl;'/.")
- Refer to the attachcd typical soction for additiooal.ix�formatios�.
Th�decign ofthe walt system assumea the following:
- Soil conditions: Cley/Silt, friction angle=28.0 degrees, unit w�ight of 120.0 Ib/ft3
KB�-1 Consulting, lnc.
161 Dunbar Way,Suite 1!0
Mahtamedi,MN 551 I S
(G51)779-7700
Od 03 O7,Q921p Paul Schimnowski 851-77�7114 p.2
2R70 Little Orchard Way,Orono,Minnesota
October 3,2007
Pagc 2
- .Allowable sail bearing capacity= 1,500 psf
- No external surcharge loading behind walls
- Slope aa bottom=3:1; Siope at top= 10:1
- Iv�inimuni embc�dment deptht=6"
- k3oulder Type:24=36"(base Cowses); 18"-30�(mid-at�d upper cout's�c);r�ctainit�$wall spaci�e
bouldcrs
- Goo��mthetic Fabric Type:NA
D"+rect ali�urface drainage away from thc waq. The wa11 d�sign was performed uaing the design
guidel'�nes px�er�Uod in the se�cond edition ofthe"Aesign Maaaal for Segmcr�tal Retaining Walls"
(UMSRW)published by NC[V1A in 1996. If soil oonditions,proposed wa111ayouts,or ot�cc desiR�►
parameters v3ty from t6at assun'►ed,a tc'vt9ed analysis may be accded. Plr.ase call me if you have aa;y
questions or n�ed more unfocmation. Thank you.
Sinceroly.
r:
r ,`�l,.'` , ' /� ..
, J.�.:, �� _r. .
� --
Pau!Schimnaws�Ci,PE
MN dl401.26
KBH Coosulting.lnc.
161 Dambsr Way.Suitc 110
Ma6tomedi,MN 551 I S
(651)979-7700
Od 03,07, d9:71p Paul S�imrowski 851-77�7114 p.3
2$70 Litile OrChsrd Way, Oron�a.Minnesota
October 3,2407
Page 3
1� SIGN PA12AM�TF.RS AND PROV1SlONS
l.REF'ER TU BOULDER RETA17V1NG WAC.L 1N'DUS7RY STANDARD SPECIFICATIONS.
2.SEE PRODUCT MANUfACTURER iNSTAL�.EtT10N RECONf�NDATiONS FOR CONSTRUGT�01�1
SEQiJENCE AND LNS'TAi.LATlON NOTES.
3.NO PRODUC�'1N[ATERIAL SUBSTITUT[ONS W1LL BE ALLOWED WITHOUT PRIOR WR1'r"Y'�„N
PERMI.SSION OF KBH CONSULTING,INC.
4.OWNBR OR OWNER'S REPRESENTATIV�tS R�SPONSISLE�OR ENSURiNG THE CONDITIONS
S'�ATED HEREIN ARE ACCURA'rE PRiOR TO AND DURING CONS7RUCTION. NOY�FY KBH
CONSULTING.[NC.1N WR1T[NG OF ANY DISCREPANCTES OR CHANGES 70 THE CONDITIONS
SHOWN ON THESE DOCUMEN'1'S.
5.REFER 10 WALL ELEVA'1'[ON NQTES FOt2 WAI.L SURCHARGE LOADINGS AND SLOPES AT TOP
AND BOTTOM O�WAN.L(S)-REFER TO WALL CALCIJLA"�iONS FOR @EARTNG CAPACITY
REQUIREMEM'S.
6.F1NnL s�r�GRADES ANn ROOP DRA�Ns SrC�►LL DIREC"r Ri.1t�10FF AwAY FROM ANY
RETAIIHYIJG WALLS.
' 7. KBH CONSUL'�'CNG,INC.ASSUIV(�S NO LlAB[Ll'XY FOR INTER�'�ETATION OF SUBSURFACE
CONDfT10NS,SUITABIY,ITX OF SO1L DE,STGN PARANl�'I'ERS AND[N7ERPRETATIONS OF
SUBSURFACE GROUNDWA'rER COND1TlONS.
$.T1�E OWNER OR O'WNER'S REpRESENTATIVIs CS RESPONSLBL�FOR CONTAC'C"1NG THE WALL
DESIGN ENGiNEER TO SCH�DULE A SITE YtSTT PRIOR TO'i'HE START OF BLOCK PLACEMENT.
9.THE WALL AESIGN WAC pE[ZFORMED USrIJG D�SIGN GUIDELINES PRESETITED IN THE SEC4ND
�DTTiON OF THE"DFSIGN MANUAL F�R SEGMENTAL REI'AINING WALLS"(DNLSRIW).PUBLiSiHED
BY NCMA iN 1496.
10.THE DESYGN OF TH15[tE�'AR�ING WALL WAS BASED UPON 1NFORMATION NOTED ON TkiP;
KEY PLAN.
]1.TH,�iNFORMATxON PROVIDED VVY'Y'[�[N THESFs DOCIIMENTS LS FOR THE STRUCTURAL
DE51GN OF 7I�iE pROPOSED WALL(S)ONLY. TE�E REQUfREMEN'CS FOR ANi?/OYt WORK RELAT£D
TO NANDRaIiLS,GUARDRAILS,OCZ OTHER LIFFJSAFETY ISSUES ARE F.XCLUDED FROM THESi�
ppC,'UMENTS AND ARE TO BE�ROVID�D BY OTI�RS.
12.RESPONSIStLf1Y FOR GLOBAi./S�.OpE STABiLIx'Y RESTS W!'�'H THE S1TE CML OR
GEorECHNCCAL ENGll�EER
KBH Consulting, Irn.
161 I7�b�nr Way.�uic�c 110
Mahoomedi.MN SS l 15
(651)771-7700
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KBH CC}NSULTING� INC. : CUE�tT: aUTD00R E�XCAYES,Ii�iC. 1 2870 UTl'lE ORCNARO WAY I��� I �
CIVIL�TGINFFRJ�iG SEiZVlCES 6600 OaFORD STtt��T!�100 ' --------�°p""roa I
lbl D4'lvBARt1AY PHOKE:ESl.779.770D ST.LOU1S PARK,N(N 55426 ORONO, MtNNE54TA �M10�°'n-007 �
c����lo FAX:631.779a�id PHOi�'E:9S2-926-6849 ��"�"'" �
. MAHiO�D[,11t�1 55113 paul3�kbAorJic�cocn s �oo�.t�e