HomeMy WebLinkAbout2014-01424 - retaining wall �
� � CITY OF ORONO * 2 0 1 4 — 0 1 4 2 4 *
2750 KELLEY PARKWAY DATE ISSUED: O1/13/2015
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 195 KINTYRE LA
PIN : 32-118-23-43-0015
LEGAL DESC : K[NTYRE TWO
: LOT 1 BLOCK 1
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL>4 FEET
ACTIVITY : O/S GENERAL
VALUATION : $ 17,000.00
NOTE: *AS-I3UII,T SURVF,Y NEEDED[3F,FORE ESCROW REFUND
* ESCKOW TIED"f0 PERMIT#2014-00771
APPLICANT PERMIT FEE SCHEDULE 295.00
STATE SURCHARGE(VALUATION) 8.50
SOUTHVIEW DESIGN TOTAL 303.50
1875 EAST SOTH STREET
INVER GROVE HEIGHTS, MN 55077- Payment(s)
CHECK 20412 303.50
OWNER
Gonyea Homes
6120 GOLDEN VALLEY ROAD
GOLDEN VALLEY, MN 55427-
AGREEMENT AND SWORN STATEMENT
The�cork tor��hich this permit is issucd shall be performed accordine to
the approved plans and specifications,applicable Ciry approvals,and the
State[3uilding Code. This permit is for only the work described and does
not grant perniission for additional or related worl:which requires separate
permits. All provisions of la��s and ordinances governing this type ot�work
shall be compied with whether or not specified herein.This perniit��ill
expire and become null and void if construction authorized is not
commenced within 180 days of[he date of issuance,or if construction is
suspended for a period of I 80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Buildin�Code.This permit may be
revoked at any time for due cause.
� � /3 i s- � � �13 ���
App 'can Pe � ee Signatu D te Iss d By Signaturc Date
City of Orono
Building Permit Application
for New Structures or Additions
, Mailing Address: a���_�/ �a
��T PO Box 66 Permit number:
� `v0 Crystal Bay, MN 55323-0066 Date received: / z/ � -/�
Street Address:' — �ved b :
y � 2750 Kelley Parkwa � Plan review fee: /� �' `7S
F c,` Orono, MN 55356 �����"7�'_ �� � ' d " ��
��kesF�o�� Main: 952-259-4600 Total Fee: � �C� 2 �)
Fax: 952-249-4616 ww�v_ci orono_mn us J
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: ,N� E
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service ill e
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: ��u<-r�� 1 1o25C,MlED � SouTNv;��nl �s��t.�
State License# N /� Expiration Date:
Phone: (cell) �q�z q23- � iS"9 (office) (�si� Zo�- 30��
Mailing Address: �,- ` Cit : sT, l�nu� ZIP: S-i o
Contact Person: `/„<,-�..� Do4.SGMi��7 Applicant is: ontractor / Homeowner (CircleOne)
Email and/or Fax: ;�)o�<c4�;e d/J����-I�,✓�r�adpc�c,n .n orr+
PROPERTY OWNER INFORMATION:
Name: o,,n
Phone (day): 3 3 -- ¢So 0
Address: �,�02 O[.So�v �Ul�.noe-�.a�. I�-f��� City: �o���,�, U��,,Cy ZIP: ��'42Z
Email and/or Fax ',�,�(�J G,,,, p�ep�TG,�,p S.�onn
�--0=7- y-
ARCHITECT / ENGINEER INFORMATION:
Name: (',�U'�` b��c�r.l 4�eu��cC�ohJ�c�S
Phone (day): �q�z� 3a 3 - S3�Z-
Address: ���q �,yN�,4-r,�. /�s�, S . �-r� 70o C�tY� C,G6MiA1CTUn1 ZIP: 5'S'�4Zo
Email and/or Fax: S�-e�e� (�c.d D -c-�5.C��►-�
PROJECT INFORMATION: Description of project:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8�
Water Supply
❑ New Construction �,Single Family with ❑ Residence
❑Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
�Other: (specify) QF-� ,P ,�.nr�[�a�t,� ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
"'Any earth movement may require ❑ Commercial �Other(specify)
MCWD review 8�permits. ❑ Industrial e�-r,�i,.,i�l���r,�5 ❑ Private Well
Minnehaha Creek Watershed District(MCWD) Other: (Specify)
18202 Minnetonka Blvd �Ta�NI�/C� 1n�TS
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www minnehahacreek.or
Estimated Construction Valuation (excluding land) � (1 0�o
r
Packet Last Updated: April 2014.
Page 17 of 19
STRUCTUR� INFORMATION:
�i. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= Number of bedrooms=
❑Wood/Frame
b.Width (ft.)= Number of garage stalls: ❑ Masonry
Areas in square feet Attached = ❑ Metal
❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 15f Story =
❑ On-site Prefab
e. 2"d Story=
❑ Off-site Prefab
f. '/z Story =
❑ Other(please specify):
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
N ot
Enclosed Applicable
❑ Buildin Permit Escrow A reement and Fees
❑ Plan Review Fee
❑ Com leted A lication Form
Pro osed Buildin Plans-2 full size, scalable sets and 1 reduced 11 x 17 or 8'h x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Surve -2 full size, scalable(meetin ALL surve requirements)
❑ � Hardcover Calculations
❑ Se tic S stem Certification
❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation form MCWD statin no ermit is re uired
❑ Landsca e Walls and/or Retainin Wall Plans
❑ Stormwater Pollution Prevention Plan SWPPP
❑ �. Access Permit
❑ Data Privac Adviso Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: Date: �2-- ( < <'
Owner's Signature: vwy�- � Date: ��--�� ' ���
Packet Last Updated: April 2014.
Page 18 of 19
• ' BUILDING PERMIT ESCROW AGREEMENT
' Orono Building Permit#
AGREEMENT made this day of , 20_, by and between the CITY OF ORONO, a
Minnesota municipal corporation ("City") and ("Owners").
Recitals
1. A building permit application has been filed for located at
the ("Subject Property"), legally described as
2. Owners request the City to review this application which requires City approval and may require
consultant legal and/or engineering review.
3. The City will commence its review of the application and incur costs associated with said review only if
the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,
the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the
City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all
out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant
review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be
responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all
out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater
Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used
by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property
or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with
building permit# if compliance with the approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send
a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the
City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced
pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for
eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners
when the review has been completed and written notification is received from the Owners requesting the funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: CITY OF ORONO OWNER:
By:
its:
In�U�r`�r1�.;. �l��gin�ii :��i`: . .,�9i+� .�� ��` � ��??�I�
Packet Last Updated: April 2014.
Page 19 of 19
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", 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 Minnesota State Statute 13.04 (see following page) to review
private data on yourself.
6. Your full name is required to process this application or permit.
tJ i N ��� �d2(cF1 t�� e ' �<�S v
First Middle Last
2 3�i���- ��vu„� �� .
Address
s-�. ��,� M� ��-�2�
City State Zip Phone
1 understand my ri hts as stated above.
Sig ture
Packet Last Updated: Apri12014
Page 6 of 19
� ���� ������ ������R�� ��� ��� ���������� � ���E�����
�
acfdress/Per�nit�Eumber: ��./ �[�"��'� �
Descr@ption of vNork: ��%�(������ ��� 6 S
Septic revlew bY: Date Approved:
Zoning reviev✓by: � � Date Approved:
Building review by: Date Approved.� �
Grading review by: � �-e�ii�1 Date Approved: i 'Z t"0
Zonin� Di�trict: Zoning File#: Re�o�R: Reso Date:
Zoning:Lot Area: SF/AC 1PY�c�th: Lot Ccverage: SF %o ;
Surrrey Submitted: 0 Yes _ � No Date of Surve�: _ Revised date(?):'
Pro osed Setbacks:
�ront(L.ake) Rear(Street) ( �' gi�e � � � N Side � � �her Buildings 1llfetl�nd
Defined Height: Reak Height:;;;_ F�E: fFE rninus 6 feet= (�xisting,�ontoui
Rerimeter(linear fieet)= SQ�%,: #of Stories Ok? C7 YES �
FOR A BUILDINC3IMTH A BASEMENT OR CRAWL 3PA�E: �
� The distance between Yh$lawest FOR A BUlLDING ON A$LAB fOUNDATION: . '� �
' START WITH proppsed floor(of the b�B�nent or crewl
space)and the highest p�int of the roof. START WI'FH The diat8r►ce between the top,rof siab and
If you have a... the higtiest poi�t'oi�he roof: ,
• fABLE OR HIRPL'�.ROOP(no If you f�a4e a... :
• GABLE OR hHPPED RG}OF(no
wimdows):'SuGt�G�,tiatt the wir�tlt�w8): SpbtraCt h�ii��e distanc
distance between tFie highest poiM be�vveeA the high�st peii' ofthe ra
of the roof to�e IoNi point of the tq#he Iow ppirrt.c�fhg , r�espondin
� SUBTRACTION correspooding ggbl�i1r hipped roof SFJBTRPcCT10N ' qabienr hipped lotlf `. .
ETM E�D O�I RObF . GqBlf OR HIPP��#t00F(with (BASED ON . Cw46L€OR NIPPEfl R b�.(witM
windowsj:���Subhac�fk:alf the � ROOF TYR�) witSdovrsj e�ubttact ha. U�disf�nt
� � disfanGebetweeh#��lopoftMe � � � be�rtthe�dpoithe` 'g1�, �����
high�st windo�rv 2u�l;fhe highesf mtititlpw and,fhe highest�oiM of3he
��point of the ropt ���� � � rvof ` �
' . ALL 4THER ROAF'�'YPES(flak� .. ` ` • ALL OTHER RbO�TYi��S(flat,
: rnansard,etc}.No '_btracGon. mansant ete:,Nbsu `on.
/1q ITION� Add the tlista�c�belweer�th.t�of�b
SubtrBCt ffie disfanc� " n the
SUBTRAC170N (�ASED OIV and th8'highest @xlatl�g,grad adjacent'b
:(BA3ED ON EXIST.ING �°m8"U�"f spaoe flopr and the �XI9TING the fountlaN4n.
GRADES) highest existing grade a�j�icsent to the GRADES ` , j
foundation OR 10 feet{dV�ichever is iess)• EQUALS Peflnetl piiilding hetght� �
CQl7ALS Deflnetl building hetgtit.:�. -
�
� � . . .� � . . . . � .. . . . . � . . . . : i.� _ .
. . ��. p� . :� . �.� .�: �...,�1 �. � .
_
Shorelan,d District MCMID Pen�I:i�Received Avera e Lakeshore Setback Met7� Btu
, � Yes � No i3 N/A ; ; G Yes ; t7 No
i7 Yes : � No , ~ �3 Yes � No 17 N/A
Permix Number.'`. Setback: �
Stormwater Quaiity �xisting � Proposed � :
Overla District Ter Ffi�rticover Hardcover V�riance F�eQuired CUP Required
� Yes t] No C! l�es G No
TYPe(S)� TYpe(S): ; �
Updafed: January 2013
v:\forms�plan review checklist 2013:docx
REl�ARKS (in-house):
F�e�to be Ghar �d �E� ��
Pemtlt
Plan Reviev�
3t�s�e Sur�ha�r!��
�Investigatic� Fee
SAC-Number c�SAaC Utt�
Other(speaEfy)
S uare Foota e $ er S uare Foota e
Basement X - $
1�Floor X = $
2"°Floor X � $
Garage X ' �
Estimatecf Construction Vatue: �
Orono Inspections Required 1dldork Requiring Separate Rermits Requirect State Permits
Q Site G Plumbing Q Grading/Filling C7 WeN
�J Hardcover Removal G Mechanical G Fire O Electrical
� Footirtg G Septic 0 Water Connection
C3. Poured Wall � Fireplace _ G Sewer Connection
°C1 Foundation Survey � Masonry G Lawn Imgation
G Radon Rock Bed � Mfg.
q Framing C1 Other(specify)
� { ulation
-8uilt Survey
'na1
Wetland Bu#!�r
� �ther(specify)
REMARKS (in-house):
Other Review: Revievred by: Date Approvecl:
Access: Existing: � YES Q NO New: Q YE� CI NO
OFFfCIAL REMARKS-TO BE NOTED QIV PERIVFIT AND lNITIAL�ED
'l'�
. ���_
Updated: January 2013
v:\forms�plan review chedclist 2013.docx
Melanie Curtis
From: Robert Bean [bobbe@bolton-menk.com] �
Sent: Wednesday, December 17, 2014 8:43 AM ����
0
To: Christine Mattson
Cc: Melanie Curtis
Subject: RE: 195 Kintyre Lane/#2014-00771
Christine,
I have completed review of the revised Certificate of Survey and Retaining Wall plans and have no additional comments.
If you have any other questions or comments, please contact me to discuss.
Thanks,
Robert E. Bean, Jr, P.E.
LEED Green Assoc.
Bolton & Menk, Inc.
P:(952)448-8838, ext 2892
F:(952)448-8805
email: bobbeCa�bolton-menk.com
-----Original Message-----
From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us]
Sent: Monday, December 15, 2014 10:49 AM
To: Robert Bean
Cc: Melanie Curtis
Subject: FW: 195 Kintyre Lane/#2014-00771
Bob,
Additional information for your review of the proposed retaining walls as 195 Kintyre Lane.
Thanks!
-----Original Message-----
From: Christine Mattson
Sent: Wednesday, December 10, 2014 3:29 PM
To: 'Robert Bean'
Cc: Melanie Curtis
Subject: 195 Kintyre Lane/#2014-00771
Bob,
Attached is a copy of the approved survey issued w/the building permit. Also attached is a copy of the proposed survey
for the newly proposed retaining walls at 195 Kintyre Lane. Please review and provide comments by Tuesday, December
16th.
Thank you!
Chris�
-----Original Message-----
From: Ethan Kindseth [mailto:ethan(a�qonyeacompanies.com]
Sent: Wednesday, December 10, 2014 3:01 PM
To: Christine Mattson; Melanie Curtis
Subject: Lot 1, Block 1, Kintyre Two - FAB PROPOSED RET WALLS 121014.pdf
�
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�� �� DATE TIME �
"`�l+l l T OF ORONO CALLED IN
INSPECTION NOTICE scHe�u�Eo ��
PERMIT NO.��f����yZ COMPLEfED
ADDRESS � ' �� P--�
OWNER TELEPHONE N���'�a� �l�
CONTRACTOR � 1� '
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� DESCRIPTION �� � L'��-�/��.�
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
v ❑ DEMO-SITE ❑ PTIC tNSTALL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU: YES_NO
�
v�, COMMENTS:
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W ❑WORK SATISFACTORY:PROCEED /"B�PAAIECT COMPLETE
� ❑CORRECT WORK 8 PROCEED (�ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOPORDER POSTED.CALLINSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
or the ne ' ion 24 hours in advance. (952� 249-4600
O nerlContract ����^
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° GENERAL NOTES: GENERAL NOTES:
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? DESIGN PROVISIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTINUED)
�
= l. THE FOLLOWING EFFECTNE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCT[ON SHALL BE SUPERVISED BY A QUALIFIED GNGINF,ER
~ THE PREPARATION OF THE STRUC7�URAL CALCULATIONS FOR THE CUT OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL COND[TiONS. [F THIS
�
� GRAN[TE RETAIN[NG WALL SYS'rEM: WORK [S NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A
�, QUALIF[ED GEOTECHN[CAL ENGINEER/TECHNIC[AN SHALL BE CONSULTED
`� SOILTYPE IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
o � C y PERFORMANCE.
0
¢ RETAINED SOIL 30° 0 PSF 120 PCF PIT RUN SAND
� 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BG WSP�CTED
� FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPER�Y
� COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED
o NO SO[LS INFORMATION PROVIDED. A SUBCUT MAY BE REQUIRED AND AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO
� STRUCTURAL FILL SHALL BE PLACED AND COMPACTED TO PROVIDE AN PROVIDE ADEQUATE BEARING CAPACITY AND MIN[M[ZE SETTLEMENT.
p ADEQUATE BEARING FOUNDATION. IF ONSITE SOILS DIFFER FROM
a PARAMETERS SHOWN ABOVE CONTACT CDP IMMEDIATELY AND A REVISED PLAN 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR
�.
� MAY BE REQUIRED. GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS
�.
� REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL
� 2. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
= AND MAXIMUM SURCHARGE LOADINGS:
�
a 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE
o UNIT TYPE: CUT GRAN[TE UNITS, 15°BATTER ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED
�.
� REINFORCEMENT: GRAVITY DESIGN PLANS OR SPECIFICATIONS.
�
� DESIGN METHOD: COULOMB
� LNE LOAD: 50 PSF 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER
� DEAD LOAD: NONE FOR MOISTURE, DENSITY, AND COMPACT[ON PERIODICALLY (EVERY 2'
z BACK SLOPE: NONE VERTICALLY, 100'-200'C/C)MEETING THE M[NIMUU REQL'[REMENTS OF THE
m TOE SLOPE: 6H:1V APPROVED DESIGN PLANS OR SPECIFICATIONS.
=' SEISM[C: N/A
z HYDROSTATIC: DRAINAGE PROV[DED SHEET INDEX 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL
�
FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH
0 3. THE FOUNDATION SOILS AT THE WALL LOCAT[ONS SHALL BE CAPABLE OF SHEET DESCRIPTION CONTRACT REQUIRGM�NTS AND MAINTAIN RECORDS OF ITS �UALITY
S SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN CONTROL.
~ ON THE WALL PROFILES WITHOUT FA[LURE OR EXCESSNE SETTLEMENT.
�
LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE S[TE 1. TITLE SHEET
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o GEOTECHNICAL ENG[NEER AFTER FOUNDATION EXCAVATION AND PRIOR �� VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH
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z SUGGESTED QUAL[TY ASSURANCE PROVISIONS: 5. GRAVITY WALL SECTION A-A PROCEEDING WITH CONSTRUCTION.
0
o l. 1vtULTIPLE CONTRACTORS (FENCE, WALC, GRAD[NG, ETCJ MAY BE USED TO 6. GRAVITY WAI.L SECTION B-B
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� PLANS DO NOT DEFINE SCOPE OF WORK FOR [NDIVIDUAL ENTITIES. SEE
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a t����e���{i;r. P�oi=«: K'�"r'ru°°No: I hereby certit�that this I i,sp ification,or report uas prepared b�.
a N°. �a" R`°„�°° ��;r SRS � 25493 me or under ny dir t � pen�.ion and that I am a duly Licensed
o GONYEA GRANITE CUBE WALLS
� �����E��GN � DRONO,MINNESOTA Professionai ng'it � j t Iawsof�heSrateofMinnesota.
°- Z Scale, Projecr No:
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� �)� � 3 N.T.S. 14-0694
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MICHAELR.JOHNSON,P.E.
�
° ' NOTES:
�
z L THE S1TE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS
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� REPRODUCED FROM SOUTHVIEW DESIGN. LANDSCAPE DESIGN PLAN
� DATED 11/06/14. a�n� 0 10 20 30
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0 2. THE APPROXIMATE LOCAT[ON OF UTILITIES KNOWN TO EXIST AS
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o AVAILABLE AT THE TIME OF PLAN PREPARATION. �o ,c��
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2
� 3. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING
�
Q UTILITIES TO ENSURE THERE ARE NO CONFLICTS. THE ENGINEER SHALL
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� SRS GONYEA GRANITE CUBE WALLS me or under �y dir t � pen�,ion and that I am a duly Licensrd
� CIVIL DESIGN Z �RONO,MINNESOTA Pr r�No Professionai ng n � 1 t laws of die Stare of Minnesota.
S�ale.
� 14-0694
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e609 LYNDALE AVF.NUE SOUTH,SUITE 200 BLUOMINGTI)N,MN 5542c I)are: Shri�[Nu� /�
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' � � GENERAL NOTES:
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0
� ''`.�. A GEOTEXTILE FABRIC SHALL BE PLACED WHERE RETAINING WALLS ABUT
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� OVERLAP ALL ABUTMENT JOINTS 24"WITH A MINIMUM 48"WIDE FABRIC TO
� PREVENT THE COREFILL AND BACKFILL FROM MIGRATING THROUGH THE
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5
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F� D�+s��d sv: P�aie=�: R�15°a"°"N° I hereby certi that this l ,s ification,or repor[was prepared by
o, No. Date sN+s�a� sv S� 25493 me or under y dir t perv' ion and that I am a duly Licensed
o GONYEA GRANITE CUBE WALLS
� IVIL D ESIGN 2 ORONO,MINNESOTA Professional n 'n t laws of the State of Minnesota.
Sca4: Project No:
� PROFESSIONALS 4 1^=10� T;,,�
14A694
� Dace: S6ac No: N �y��y�
� Bbo9LYNDALEAVENUE90UTH,5U1TE200BIAOMINGTON.MN551m s � WALL lA ELEVATION Dau: M'/WwIT
� PHONE�(95211O15J 12 I PAX�O6S)39L1989�WE&W7E�W W W.WPi1SCOA1 DEC 1,2014
g ��o�.o„o�+..or�o�N,.aco.a...�,w.00�..o..��,.� 6 3 MICHAELR.]OHNSON,P.E.
� � ' GENERAL NOTES:
�
Q 1. THE WALLS SHALL BE CONSTRUCT'ED WITH 24"-47"DEEP BOULDERS USING
� 15°BATTER(MINIMUM).
�
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0
w �. A GEOTEXTILE FABRIC SHALL BE PLACED WHERE RETAINING WALLS ABUT
° TO BUILDING FOUNDATION WALL AS SHOWN ON SIT'E PLAN(SHEET 2).
� OVERLAP ALL ABUTMENT JOINTS 24"WITH A MINIMUM 48"WIDE FABRIC TO
� PREVENT THE COREFILL AND BACKFILL FROM MIGRATING THROUGH THE
� ABUTMENT JOINTS.
5
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� 1038.00 -- - - _. _ _ _ _ _ ��� 1038.00 1040.00 BW=1042.00 1040.00
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� 1034.00 FINISHED GRADE AT BW=1036.00 1034.00 BW=1040.00
� BOTTOM OF WALL
° MIN.BEARING CAPACITY 2,000 PSF MIN.BEARING CAPACITY Z,000 PSF
�
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z DEPTH(FEE'I) DEPTH(FEE"I)
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5 35.00 WALL(FEE'p 33.00
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Designed�: Projea: Aegistration Na 1 hereby certi thac this t ,sp ification,or report was prepated by
y No. Dau xn.�+o� sv 25493
O S� GONYEA GRANITE CUBE WALLS me or under y dit t petv'ion and that 1 am a duly Licensed
� CIVIL D ESIGN 1 ORONO,MINNESOTA Professional n 'n t laws of the State of Minnesota.
o z s��e: e�o�«<No:
� PROFESSIONALS 4 1"=l0' T�e 14A694
�
� Bb09 LYNDALE AVENUE 90IICH.SUITE IOl BIAOIANGTON,MN 55120 Date: Sheet No: N �y��y�
� PHONE�195217�35)121FA&176JIY1L19B9�WEB8176�WWW.CDP-USCOM 5 � DEC l,zo�4 W�-L 2 AND 3 ELEVATIONS Datt: M'/WiVl�f
� �rre.o�o�,or+..o�+N,.a�.o.a.,�.�,w.�.Aor�..>N.�. 6 � MICHAEL R.]OHNSON,P.E.
. o , NOTES: DRAINAGE STONE SPECIFICATION:
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L° l. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE GONYEA DRAINAGE STONE SHALL CONSIST OF CLEAN 1" CRUSHED STONE (PHI 40°)
aGRANITE CUBE BOULDER WALLS IN ORONO, MINNESOTA. THE WALL HEIGHTS, MEETING THE FOLLOWING GRADATION:
N ELEVATIONS, BACK SLOPES AND TOE SLOPES VARY AS SHOWN ON THE SITE PLAN BOULDER DEPTH SCHEDULE:
� AND ELEVATIONS PLANS RESPECTIVELY. (3H:1V MAX TOE SLOPE)(35H:1V MAX BACK SLOPE) SIEVE SIZE: %PASSING
o WALL HEIGHT(H): MINIMUM BOULDER DEPTH(D): 1" 100
UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO DEPTH 3/4" 100-75
� � "S"AND REPLACE WITH SUITABLE STRUCTURAL FILL TO ACHIEVE THE RE UIRED 0-5' ?4" NO.4 0-10
" BEARING CAPACITY. THE STRUCTURAL FILL SHALL BE COMPACTED TO A � �8 NO. 50 0-5
c.zj MINIMUM 95%STANDARD PROCTOR DENSITY. 7 3�
N 8' 36"
� 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED. �� 41"
� ACTUAL LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND
p MATCH FIELD CONDITIONS AND OSHA REGULATIONS.
z RETAINED BACKFILL SPECIFICATION:
z 4. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS:
° MINIMUM SAFETY FACTOR FOR OVERTURNING________15
� (PIT RUN SAND=PHI 30)RETAINED BACKFILL SHALL BE FREE OF
F MINIMUM SAFETY FACTOR FOR SLIDING 15 DEBRIS OR ORGANIC MATERIAL MEETING THE FOtLOWING
�. MINIMUM SAFETY FACTOR FOR BEARING 2.0 GRADATION:
�
� S1EVE SIZE: %PASSING
� 5. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL 2" 100
w HEIGHT AS SHOWN IN BOULDER DEPTH SCHEDULE. A SMALLER BOULDER (D/2) 3/4" 100-75
�' MAY BE USED AS A TOP BOULDER FOR FINISHED GRADING PURPOSES. NO.4 ZO-100
�
a NO.40 0-60
0 6. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN NO.200 0-35
z VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR
OMORE BOULDERS BELOW IT,WITH GOOD FLAT-TO-FLAT CONTACT. NOTES: PLASTICITY INDEX(PI)< 10
U
� 7. COMPACT ALL SOILS PLACED BEHIND THE DRAINAGE ZONE TO 95% STANDARD H1 =EXPOSI:D WALL HEIGHT
o PROCTOR DENSITY.
H=EXPOSE�WALL HEIGHT+EMBEDMENT
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0 8. THE WALLS REQUIRES A MINIMUM EMBEDMENT DEPTH "E" TO THE ELEVATIONS
� SHOWN ON THE WALL PROFILES.(12"MIN)
� 8°LOW PERMEABLE SOIL
w 9. PLACE A 4" DIAMETER PERFORATED CORRUGATED DRAINPIPE WRAPPED WTIH D�� (PLANTING AREA)
� GEOTEXTILE FABRIC INSTALLED AS LOW AS POSSIBLE WITH POSITNE DRAINAGE. �
F OUTLET THRU FACE AND LOW ENDS OF WALL.
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0 10. A GEOTEXTILE FABRIC SHALL BE PLACED WHERE BOULDER WALL ABUTS TO CUT GRANITE BOULDER
z BUILDING FOUNDATION WALL AS SHOWN ON SHEET Z. OVERLAP ABUTMENT 12°MIN DRAINAGE ZONE
� JOINT Z4"WITH A MINIMUM 48"WIDE FABRIC TO PREVENT DRAINAGE STONE AND (1"CRUSHED STONE)
- BACKFILL FROM MIGRATING THROUGH THE ABUTMENT JOINT.(SEE DETAIL) APPROXIMATE LIMITS
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� 11. DURING WALL EXCAVATION, BENCHCUT AS REQUIRED TO FACILITATE BACKFILL � x OF EXCAVATION
� OPERATION AND BOND BETWEEN INSITU MATERIAL AND BACKFILL MATERIAL. 1� RETAINED BACKFILL
° FINISHED GRADE
� 12. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3' OF THE "E" 8 OZ FILTER FABRIC �
o BACK OF THE PROPOSED RETAINING WALI.. SEE NOTE 3
�
z BENCH CUT
�
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r� t����e���'d Hr N���i��<<� R`�'��1°°°"N°' I hereby certity that thi, I �,�p� ification,or repor[�+�as prepared by
� N,,. u��e K��.a�,� av 25493
p SRS GONYEA GRANITE CUBE WALl.S me or under uy dire t � perv.ion and that I am a duly Licensed
� �����E��GN 2 �RONO,MINNESOTA p1OJeYN� Professional n�;n � 1 t laws of the Sta[e of Minnesota.
s��i<:
~ 3 ##### 14-0694
� � i< t> � ? ' : , ,i � rd,:
�{`9LYNI)ALEAVENUESI)UTH,SUlTk2L`ORLI)()MINGTt)N,MN55�20 S ')�,t`� G1�L 1VI�WALL SECTI�N AA ShcetNo: /�/f-�//�
P PHt)NE 19521iO3-SlI21YAX:(763)19219�I WEBJITE WWW.(:DP-Vc.(.UM DEiC 1�Z01 l�'.'tc- �/�1/^�n
4 ,.re.ow�x�r,�a��Fvs�H„�rw��.n.a.,,.<n��ne��cNvnore�x�N��, 6 4 � MICHAEL R.JOHNSON,P.B.
q . NOTES: DRAINAGE STONE SPECIFICATION:
�
" 1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE GONYEA DRAINAGE STONE SHALL CONSIST OF CLEAN 1" CRUSHED STONE (PHI 40°)
a GRANITE CUBE BOULDER WALLS IN ORONO, MINNESOTA. THE WALL HEIGHTS, MEETING THE FOLLOWING GRADATION:
N ELEVATIONS, BACK SLOPES AND TOE SLOPES VARY AS SHOWN ON THE SITE PLAN BOULDER DEPTH SCHEDULE:
¢ AND ELEVATIONS PLANS RESPECTNELY. (6H:N MAX TOE SLOPE)(NO BACK SLOPE) iIEVE SIZE: 100ASSING
o WALL HEIGHT(H): MINIMUM BOULDER DEPTH(D):
N 2. UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO DEPTH � 3/4" 100-75
� "S"AND REPLACE WITH SUITABLE STRUCTURAL FILL TO ACHIEVE THE REQUIRED 0-5' 4" NO.4 0-10
`` BEARING CAPACITY. THE STRUCTURAL FILL SHALL BE COMPACTED TO A � �8 NO.50 0-5
p MINIMUM 95%STANDARD PROCTOR DENSITl'. 7' 3�11
� 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED. 8� 41�� RETAINED BACKFILL SPECIFICATION:
� ACTUAL LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND
p MATCH FIELD CONDITIONS AND OSHA REGULATIONS. (PIT RUN SAND=PHI 30)RETAINED BACKFILL SHALt BE FREE OF
Z DEBRIS OR ORGANIC MATERIAL MEETING THE FOLLOWING
z 4. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS: GRADATION:
° MINIMUM SAFETY FACTOR FOR OVERTURNING 1.5
T MINIMUM SAFETY FACTOR FOR SLIDING__ __________ 1.5 SIEVE SIZE: %PASSING
� MINIMUM SAFETY FACTOR FOR BEARING_________2.0 Z" 100
0 3/4" 100-75
= 5. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL NO.4 ZO-100
� HEIGHT AS SHOWN IN BOULDER DEPTH SCHEDULE. A SMALLER BOULDER (D/2) NO.40 0-60
`� MAY BE USED AS A TOP BOULDER FOR FINISHED GRADING PURPOSES. N0.200 0-35
� NOTES:
0 6. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN PLASTICITY INDEX(PI)< 10
r H1 =EXPOSED WALL HEIGHT
¢ VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR
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0
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� 7. COMPACT ALL SOILS PLACED BEHIND THE DRAINAGE ZONE TO 95% STANDARD
p PROCTOR DENSITY.
� 4.33' 8"LOW PERMEABLE S�)IL
0 8. THE WALLS REQUIRES A MINIMUM EMBEDMENT DEPTH "E" TO THE ELEVATIONS (VARIES FROM (PLANTING AREA)
" SHOWN ON THE WALL PROFILES.(12"MIN) ��
� 4.33'T07.1_)
�
� 9. PLACE A 4" DIAMETER PERFORATED CORRUGATED DRAINPIPE WRAPPED WT1H
N GEOTEXTILE FABRIC INSTALLED AS LOW AS POSSIBLE WITH POSITNE DRAINAGE. CUT GRANITE BOULDER
� OUTLET THRU FACE AND LOW ENDS OF WALL. WALL 3
ox x �_D�'-_� :
Q 10. A GEOTEXTILE FABRIC SHALL BE PLACED WHERE BOULDER WALL ABUTS TO f 'l
T BUILDING FOUNDATION WALL AS SHOWN ON SHEET 3. OVERLAP ABUTMENT
z JOINT 24"WITH A MINIMUM 48"WIDE FABRIC TO PREVENT DRAINAGE STONE AND APPROXIMATE LIMITS
" BACKFILL FROM MIGRATING THROUGH THE ABUTMENT JOINT.(SEE DETAIL) x x 1?"MIN DRAINAGE ZONE OF EXCAVATION
° (i"CRUSHED STONE)
m 11. DURING WALL EXCAVATION, BENCHCUT AS REQUIRED TO FACILITATE BACKFILL WALL 2 RETAINED BACKFILL
� OPERATION AND BOND BETWEEN INSITU MATERIAL AND BACKFILL MATERIAL.
0
� 13. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3' OF THE „E„ PAVER PATIO 15� g(�7 FILTER FABRIC �
o BACK OF THE PROPOSED RETAINING WALL. SEE NOTE 3
z BENCH CL1T
�
o �� �
� 1 L� �1 1 � �1 ��5��
0
� 1 1 1 1
z
0
�
o LOW PERMEABLE SOIL
�
� 4"PVC DRAINTILE W/SOCK.(SEE NOTE 9) SUBCUT(SEE NOTE Z)
r
m
� TYPICAL BOULDER WALL SECTION B - B
� (WALL 2 SECTION SHOWN AT 2.0')
(WALL 3 SECTION SHOWN AT 25')
�
x
0
ct u,���x�ed nv: v«,i��c �iea"R�"°°N°' I hereby certit� [ha[[his I i,sp ification,or report was prepared by
c No. Daro R�w�.io�, Ny 25493
� SRS GONYEA GRANITE CUBE WALLS me or under ny dir t:�perv,ion and that I am a duly Licensed
� ������i S��N Z OR�N�,MINNESOTA P -e_�No Professionai ng'n � 1 t law,of the State of Minnewta.
Scale
G 14-0694
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e'l�CyLYNDALEAVENUEG()UTH 1VITE1MRL0l)MINGT()N MN5542C I)ate: Sher[Ni�:
< 5 GRAVITY WALL SECTION B - B 6 ���« I�/ol/'�oN
P PH�)NE�1952)1115312 I FA%(76313Y219N91 WEI351TE WWW CDI U C'OM ��+C 1�Z,��4
� � ��,,,or�ao� �,,,�.,w���_e ,���rv�a�F.�.,„„� � M[CHAELR.�OHNSON,P.E.
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