HomeMy WebLinkAbout2012-00762 - retaining wall � CITY OF ORONO * 2 0 1 z - 0 0 7 6 z *
2750 KELLEY PARKWAY DATE ISSUED: 09/04/2012
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 3340 GRAHAM HILL RD
PIN : OS-117-23-11-0012
LEGAL DESC : GRAHAM HILL PRESERVE 2
: LOT 4 BLOCK 2
PERMIT TYPE : ZONING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : RETAINING WALL<4 FEET
NOTE: $2,500 S/E3 COLLEC'fEU IN ESCROW FGG
ACTUAL ESCROW FEE AMOUNT COLLECTGD $0,COMBINED WITH$2,500 ON PERMIT#201 1-01537
ESCROW FEE FOR: GROSION CONTROL&GNGINEERING REVIEW COSTS
WORK FOR RETAINING WALL<4'&A MINOR LAND ALTERATION
AF"I�ER ALL EXTERIOR WORK IS COMPLETGD,AN AS-BUILT SURVGY MUST BE SUBMITTED. ONCL,AS-BUILT IS APPROVGD THE
F,SCROW CAN E3E I2EFUNDED. �(IN[TIAL)
APPLICANT RETAIN[NG WALL<4' S0.00
YARDSCAPES, INC. MINOR LAND ALTERATION 50.00
8609 HARRIET AVE SO.
BLOOMINGTON, MN 55420- TOTAL 100.00
(612)363-5789
OWNER
MCCARTY, LEROY& L1SA
3340 GRAHAM HILL ROAD
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
I�he work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits All provisions of laws and ordinances governing this type of work
shall be compicd with whether or not specitied herein.This permit will
expire and bec;ome null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspendcd for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due caus .
� �p`�-� �� �i���s-�- `l�� ll.Z
pp icant Permitee,ignature Date �ssued y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
� �
. City of Orono , r ,,�; �! `'
Zoning Permit Application �'� �
� Mailing Address: Permit number: / —Q�
PO Box 66 Date received: � "-�—�
,'��11 r����� -
Crystal Bay, MN 55323-0066 Escrow#and „ (�'
�� �� �:� . �J�
� Street Address: amount: ��� [.�� (�vl,�,� �
� �:�,
1� � `��� F 2750 Kelley Parkway ���--'� Permit Fee: ��� �o �- �ra O '
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�,nL� ,��",��,, Gti Orono, MN 55356 �� . _____ �
kESH� �� Approved by: ��
4
---- ' Fax: 952-249-4616 Notes:
Main: 952-249-4600 www.ci orono mn us
This application form must be completed in full and all required information must be submitted. (Please print.)
Job Site Address: 33dt4 G.�CL44�lAn� lrl�l.a_ ��
CONTRACTOR/APPLICANT INFORMATION:
Name: (L �A T' �UG,
Phone: (a Z, ���_ �-7�g Fax: 95Z. �S8?. Z`1"��
Address: ��fl9 �-�1A�� r1��T �4�.,t. S Clty: t�ooMlAt4jb� ZIP: raS1}�
Contact Person: L,_,�U ��,�� ContacYs phone r �� Z. ��3 S7'�9
Email L,,,,�o�,..,,a q �AR�SUDES�NC..Gon� Applicant is: ontracto Homeowner (CircleOne)
PROPERTY OWNER INFORMATION:
Name:
Phone (day): �c� 7_Z� , -zZ.
Mailing Address: �jqr', M i$� t or., },�tu.5 1 N �`' � + G.�u ZIP: � � 3��
Email and/or Fax L. d�l��r� � M G�41 ��Nt
Overall Project Description: ��„qL �,.,,� �.,nSc.J,�t'.
�BoXk TYPE OF PERMIT COST*
Dock, Residential-Permanent dock on any lake or initial seasonal dock not on $50 + engineering review costs
Lake Minnetonka permanent dock requires CUP
Dock, Commercial $50+ engineering review costs
Escrow for erosion control and en ineerin review costs $2,000
` / ' �A"�'I oS No charge
X Also re uired is a Minor or Ma�or Land Altera ion Permit
Land Alteration, Major(grading, filling, or excavating) more 500 cubic yards or $50
more than 10 cubic yards in lakeshore setback (also requires CUP)
Escrow for erosion control and en ineerin review costs As determined b CUP
Land Alteration, Minor(grading, filling or excavating)-500 or less cubic yards $50+ engineering review costs
� outside of lakeshore setback or less than 10 yards in lakeshore setback
Escrow for erosion control and engineerin review costs $2,000
Retaining Wall measuring under four feet require a zoning permit. $50+ engineering review costs
�/ Retaining walls measuring more than four feet (from bottom of footings to top of
�� wall) require a building permit. (Tiered retaining walls are considered one wall
unless the walls are separated by twice the height of the lower wall.)
Escrow for erosion control and engineerin review costs $2,500
Stairway to Lake (New or Replacement) $50+engineering review costs
Escrow for erosion control and engineering review costs $2,000
Structure Permit for other structures not requiring a building permit but $50+ engineering review costs
regulated by the zoning code (including, but not limited to accessory building of
less than 120 square feet, detached deck or platform and sport court)
Escrow for erosion control and en ineerin review costs $2,500
Tree Removal or other ve etation removal in 0 to 75 foot zone No char e.
(over)
*Permit fee will be collected at
the time the permit is issued.
Updated: April 23, 2012
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Applicant/Owner agrees to provide all information required or requested by the Planning Department;
• Owner agrees to pay the City of Orono for engineering consultant review costs where applicable;
• Applicant/Owner 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;
• Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner;
• Applicant/Owner understands their project may require an initial and as-built survey per City Code Section 86-68.
• 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 a encies required b law. If you refuse to supply the information, the application may not be issued.
The undersigned certify that the information supplied is true and correct to the best of their knowledge.
ApplicanYs Signature: � '" )`�� Date: �I�' )Z
Property Owner's Signature: Date:
SUBMISSION REQUIREMENTS: Except for tree removal permits, all permits
TYPE OF PERMIT: require a completed application form, escrow agreement (signed by the property
owner) and escrow check from owner, two copies of all plans, and three copies
of all grading plans or surveys/site plans
Dock, Residential Seasonal Dock—survey showing proposed dock
Permanent Dock- plans as approved by CUP and copy of LMCD permit
l7ock, Commercial 1. Structural plans for the dock
2. Survey showing the proposed location of the dock
3. Copy of LMCD permit
Driveway Permit 1. All Minor or Major Land Alteration Permit requirements
2. Hardcover calculations, existing and proposed
3. Driveway plans
Land Alteration, Major 1. Plans as approved by Conditional Use Permit
2. Erosion control plan or copy of MCWD Erosion Control Permit
Land Alteration, Minor 1. Grading plan including existing and proposed contours
(Less than 10 cu.yds. within 75' of 2. Amount of fill to be imported and/or exported and haul route
lake or less than 501 cu.yds 3. Amount of earth to be moved around on site
elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit
Retaining Wall 1. Plans for wall(s)
2. Unless repair or exact replacement of existing wall, submit an updated survey with
grading plan including existing and proposed contours
3. Hardcover calculation worksheets if in shoreland district
4. Erosion control lan or co of MCWD Erosion Control Permit
Stairway to Lake 1. Construction plans for stairway, including footings
2. Topographical survey of property with proposed stairs shown
3. Erosion control plan or copy of MCWD Erosion Control Permit
Structure Permit 1. Plans for structure.
2. Survey of property with proposed structure shown and with setbacks to property
lines, other structures on property and the septic system indicated. The general
location of any sewer and water services should be shown if applicable.
3. Grading plan if grading is required
4. Hardcover calculation worksheets if in shoreland district
5. Erosion control lan or co of MCWD Erosion Control Permit
Tree Removal Call: 952-249-4600 to schedule a single tree removal inspection. A re-planting plan/
mana ement plan required for clear cuttin , buckthorn or other intensive ve etation removal.
Updated: April 23, 2012
Plan Review Checklist for Zoning Permit Applications
'� 3?�b C-�.ra�Iwt �i I I �
Address:
Description of work: � � l� �� �� �
Type of permit:
� A .
Zoning review by: � t Date Approved: �� Z----
Grading review by: �<v Date Approved: d ��
Other Review, Reviewed by: Date Approved:
� Zonin :
Zoning File#: Resolution#: Resolution Date:
Lot Area: SF/AC Width: Depth:
Survey Submitted? Yes � No Date of Survey: �,� 2 . ��
J
Existin Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Pro osed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff
0 Yes 0 No � N/A 0 Yes No
0 Yes No 0 Yes 0 No N/A
Permit Number: Setback:
Hardcover Zones Existin Proposed Variance Require CUP Required
0-75' ❑ Yes o � Yes No
75-250' Type(s): Type(s):
250-500' Zoning File#: Zoning File#:
500-1000' Resolution#: Resolution#:
Created: March 29,2011
z:\forms\plan review checklist for zoning permit applications.docx
Planning Review Checklist for Zoning Permit Applications
Page 2 of2
Cubic Yards
In Out Total
Haul Route? ? � Yes � No
Explain haul route in detail:
�
Fees to be Charged Amount Orono Inspections Required
Permit Amount ��b0
� Site
Escrow Amount � Hardcover Removal
�-y.! � 53 � � L �� � Footing
Signed escrow received? 0 Poured Wall
As-Built Survey
� Yes 0 No � Planting Plan
0 Wetland
Escrow amount received? 0 Final
0 Yes ❑ No 0 Other(specify)
Engineering review needed? '�
�Yes � No
/
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
REM RKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
i � > >> � r
i - r
^ ' ' -'�. � '�
Created: March 29,2011
z:\forms\plan review checklist for zoning permit applications.docx
Jesse Struve
From: Jesse Struve
Sent: Monday, August 27, 2012 9:24 AM
To: Melanie Curtis
Cc: Christine Mattson
Subject: 20120827 3340 Graham Hill Road review
Melanie,
I have reviewed the revised survey for 3340 Graham Hill Road (dated 8/15/12). I will approve it with the change:
• Drainage on the south side of the property needs to be maintained on their own property. It currently appears
to be draining on the neighboring property. With minor grading changes it can be kept within 3340 Graham Hill
Rd. I have approved it with the attached change.
Also, there are retaining walls which appear under 4' in height. As a precautionary note:
• I will be doing an as-built survey and any wall over 4' in height or tiered walls over 4' in total height and not
separated by 2x the height of the wall (measured from the face of the upper wall to the back of the lower wall)
need to have engineered plans and specifications. This is not currently required based on the approved plan,
but will be required if a future inspection shows they are not in compliance.
Feel free to contact me with any questions or concerns.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661- Direct
(952) 249-4616 - Fax
www.ci.orono.mn.us
1
Christine Mattson
From: Christine Mattson
Sent: Wednesday, August 15, 2012 2:45 PM
To: 'lincoln@yardscapesinc.com'
Cc: 'I.mccarty@mchsi.com'
Subject: RE: McCarty-Graham Hill Rd/2012-00762
Hi Lincoln,
We received the pdf of the updated survey today. Our engineer will be back in the office on Monday. We will
notify you if the survey has addressed all of the engineers questions or if additional information is required.
Once approved, we will require two full-size copies of the survey before issuing the permit.
Christine�
From: rmsternsCa�comcast.net [mailto:rmsternsCa>comcast.net]
Sent: Wednesday, August 15, 2012 1:08 PM
To: Lincoln Danforth
Cc: Christine Mattson
Subject: Re: McCarty - Graham Hill Rd
Lincoln-
heres bps of above revised to include pool eq. , HC
Randy Stern
From: "Lincoln Danforth" <lincoln ,iyardscapesinc.com>
To: rmsterns(c�comcast.net
Sent: Wednesday, August 15, 2012 11:42:10 AM
Subject: Re: McCarty - Graham Hill Rd
Randy- do you have the survey done? If so, please send to Christine and myself. Thanks!
Lincoln
Sent from my iPhone
On Aug 2, 2012, at 1:29 PM, rmsternsCa�comcast.net wrote:
Lincoln-
attached is preliminary revised per your emailed plan,
please call or email with anything
Randy Stern
i
From: "Lincoln Danforth" <IincolnCa�vardscapesinc.com>
To: rmsterns(a�comcast.net
Sent: Tuesday, July 31, 2012 2:55:52 PM
Subject: McCarty - Graham Hill Rd
Randy—I have attached the landscape plan for the McCarty Residence. My proposed elevations are
placed randomly throughout the rear yard. Give me a call with comments/questions. 612-363-5789
Thanks,
Lincoln
<swmcartyls73112.pdf>
z
Christine Mattson
From: Christine Mattson
Sent: Monday, August 13, 2012 11:53 AM
To: 'lincoln@yardscapes.com'
Cc: 'I.mccarty@mchsi.com'; Melanie Curtis
Subject: 3340 Graham Hill Rd/Zoning Permit Application#2012-00762
Lincoln,
Our City engineer has reviewed the proposed plans and has the following comments. Please address his
comments and submit two updated survey's.
If you have any questions, please don't hesitate to contact us.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway Orono ; MN 55356 (physical addressJ
PO Box 66 ' Crystal Bay `, MN ': 55323-0066 (mailing addressJ
'� 952.249.4620 g 952.249.4616
� cmattson@ci.orono.mn.us � www.ci.orono.mn.us
Summer Office Hours: (Monday, May 21 through Friday,August 31,2012)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 3, 2012
I have reviewed the proposed adjustment to the grading plan for 3340 Graham Hill Rd and have the following
comments:
• The plans to not show where the proposed pool equipment will be placed. Will there be another concrete pad
for this equipment or will it be placed on the proposed pool deck?
• It appears there is a walkway being proposed on the south side of the house, but it abruptly ends. I would infer
they are planning a walkway either along the front of the house or one which extends to the driveway. This
should be shown on the survey.
• The proposed plan calls for various retaining walls throughout the back yard ranging in height from 2'-4'which
do not require engineered plans. I will be doing an as-built site inspections and if the wall height exceeds 4' or if
the tiered walls are not separated by 2x the height of the wall (measured from the back of the lower wall to the
face of the upper wall),the applicant will be required to submit engineered plans signed by a professional
registered engineer.
Please contact me with any questions or concerns.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661 - Direct
1
Jesse Struve
From: Jesse Struve
Sent: Monday, August 13, 2012 11:27 AM
To: Melanie Curtis
Cc: Christine Mattson
Subject: 20120813 3340 Graham Hill Rd -2011-00762
Melanie,
I have reviewed the proposed adjustment to the grading plan for 3340 Graham Hill Rd and have the following
comments:
• The plans to not show where the proposed pool equipment will be placed. Will there be another concrete pad
for this equipment or will it be placed on the proposed pool deck?
• It appears there is a walkway being proposed on the south side of the house, but it abruptly ends. I would infer
they are planning a walkway either along the front of the house or one which extends to the driveway. This
should be shown on the survey.
• The proposed plan calls for various retaining walls throughout the back yard ranging in height from 2'-4'which
do not require engineered plans. I will be doing an as-built site inspections and if the wall height exceeds 4' or if
the tiered walls are not separated by 2x the height of the wall (measured from the back of the lower wall to the
face of the upper wall), the applicant will be required to submit engineered plans signed by a professional
registered engineer.
Please contact me with any questions or concerns.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661 - Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
�
12l0�/2012 12:03 9528872796 VARDSCAPES #2357 P. 001/00�
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8609 harriet avenue south. bloomington , mn 55420 952/887-2794 fqx; 952/887-2796
12/05/2012 12: 03 9528872796 VARDSCAPES #2357 P. 002l00�
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CRI7EFilUM•SCHIMNOWSKI ENGINEERS
16t DUNBAR WAY
MAH70MED1,MN 55115
TEL 651779•7700
FAX 651 �79•7114
www,crileri um-schim nowski.com
August ]7,2012
Lincoln Danforth
Ydrdscapes
8609 Harriet Ave.So.
Bloomington,MN 5542U
RE: B�ulder Retaining'Wall Typical Section
, , _ , . 3340 Graham Hill Raad _ _ _ ..
Orono,Minnesoea
Project No. 12-0720
Dear Mr_Danforih:
This letter is being senl co discuss our typical engineered section for the proposed stonc retainin�walls at
che 3340 Graham Hill Road pr�ject in Orono,Minnesota. This design is based on a landscape plan
prepazed by Yardscapes dated June 26, 2012.
1 underscand tha[[here are a number of proposed re[aining walls loca[ed on the back side of the house
near the swimrning pool in a dered configuration. The tiered walls will have a maximum exposed height
of 3 feet caeh. A section or Single-cier wall will reaeh a maximum exposed height of 6 feet. A minimum
rKrall hatter/setback of 8°(�1 inches/ver[ical foot) should be used. Slopes as noted below vaill be present
at the top and bottom of lhe walls. No�roundwater or other surcharge loads have bee�designed for the
walls. If site condi[ions vary from what is shown on the T�pical Section,please call me to discuss other
up[ions.
Refer to indus[ry standard pracuce reFerences for installation informadon, specificacions, and details.
- Stones shall b�placed to avoid conkinuous join[planes in vertical or lateral direcpons.
- �ach stone shall bear on two or more rocks below it with good flat-to-flat contac[.
- Compact any structural fill place behind the drainage zone[0 95°lo standard proctor.
- Inscall woven land.seape fabric behind the stone to limit soil migration through[he wall face.
- Drainage stone shall copsist of clean 3/4" [0 1.5"erushed stone
The de�ign of the wall sys�em assumes the following:
- Sni] condiuons: Sandy Silt/Cla�,f.ricdon angle=30.0 degrees,uni[weight of 120.0 lb/ft3
- Allowable soil bearing Gapacity=2,000 psf
- No external surcharge l�ading behind walls
- Slope at bol'l'om of wa11,= 10:1;Slope at top= 10:1
- Minimum embedment c�epkh=8"
- Stone Dimensions; 9"-10" thickness; l8"-30" depth; 36"-50"long
ucENseo
PROFESSIONAL
ENGINEER3
HOM�&BUILDwG INSPECTIONS �
STRUCTURAL EVALUATIONS
ASSOC�TION RESERVFITRANSITION S7UOIES
R ESI DENTIAUCOMMERCIAL
RETAINING WALL pESIGN&EVALUA710NS ,
,: �
12/05/ 012 12:03 9528872796 VARDSCAPES #2357 P. 003/005
3340 Graham Hill Road,Urono,Minnesoca
Au};ust 17,2012 -
1'age 2 0�2
pirect eoneentrated surfac;e drainage away from rhe walls. The wall design was performed using[he
design guidelines presented in Che third edition of[he"Design Manual for Segmen[al Retaining Walls"
(DMSRW)publi5hed by NCMA in ZOa9. If soil conditions,proposed wall layouts, or other design
paramecers vary from lhat assumed, a revised analysis may b�needed. Please call me if you have Any
questions or need more information. Thank you.
i
Sincerely,
_�, _>
l - .� -
�
Paul Schimn�wski,PE
DESIGN ARAMET�RS AND PRO SIONS
1.R��'ER TO HO�T�DER RETATNING WAL�.TNDUSTRY STANDARD SPECIFICATTONS,
2. SEE PRODUCT MANUPACTURER INSTALLATION RECOMM�NDATIONS P�R CONSTRUCTION
SEQ�NCE AND fNSTALLAT�ON'NOTES.
3_NO PRUDUCT/MATERI.A�.SUBSTITUTTONS W1LL B�ALLOWED WITHOUT P�tTOR WRITT�N
� PERMXSST�N OF KBC�CONSULT1NCr,INC_
4.OWN�R OR OWNER'S REPRESENTATTVE IS RESPONSIBL�FOTt ENSURING THB CONDTTtONS
STATED�TERETN ARE ACCURATE PR1012 TO AND DCJRING CONST�tUCTION. NOTiFY KBH
CONSULTI�NG,INC.1N W 127TTNG OF ANY DTSCREPANCY�S OR CHANGFS TO THE COIV�T�JTiONS
SHOWN ON'�HESE DOCUM�NTS.
S.REFER TO WALL ELEVATYON NOTES FOR WALL SURCHA�tCrE LOADINGS AND SLOPES AT TOP
AND BOTTOM OF WALL(S).REFER TO WAT.L CALCULA'f10NS FOR BEARTNG CAPACITY
� REQT�IREMENTS.
6. FINAL SITE GRADES AND ROOF DT2AINS SHALL DTT2ECT RUNOFF AWAY FROM ANY
RETATNING WALLS.
7.KBH CONSULTING,INC.ASSUMES NO LTABILITY FOT2 TNTBRPRETATION OF SUBSURFACE
CONDITIONS,SUITAHYLITY OF SOIL D�STGN PARAMET�RS AND INTERPR�'TATJONS OF
SUBSURFACfi CrROUNDWATER CONDTTIONS.
8.THE OWNER OR�WNER'S REPR�SENTATIVE IS RESPONSIBLE FOR CON'TACTING THE WAT,C.
DESIGN ENG1IV��ER TO SCHEDULE A S7T�VISIT PRIOR TO THE START OF BT,OCK PLACEMENT.
9_THE WALL D�STGN WAS PERF�RM�D USING DESIGN GUYD�L.INES PRESENT�b TiV THE THIRD
EDITION 0�THE"DESIGN MANUAL�OTt SEGMENTAL RETAYNING WALLS"(DMSI2W).PUBLISHED
BY NCMA IN 2UU9.
1�.TH.E DESrCxN�F THIS RETAINING WA�.C.WAS BASED UPON YI��OT�MATION NOTED ON TT�E
KEY PLAN. -
I 1.THE INFORMATT�N pROVIDED WITHIN THESL'DOCUMENTS IS FOR TH�STRUCTURAL
pL�STGN OF THE PROPOS�D WALT.(S)ONLY. THE REQUIREMBNTS FaR AND/OR WORK REI.ATBD
TO HANDRAILS,GUARL�I2AILS,OR OTHER LIFE/SAFETY 1SSU�S ARE EXCLUDED FROM TH6SE
DOCUM�NTS AND ARE TO BE PROVIDED BY OTT��RS.
12.RESPONSYI3TLTTY FOR GLOBAL/SLOPE STABILTT'Y 12ESTS WJTH THE SITE C1VIL 0�2
G�OT�CHNJCAL ENGTNEER.
CRITERIUM-SCH{MNOWSKI�NGINEERS
TEL 651 779-7700
� (
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0
� LOW PERMEABILITY SOIL
o �6' DEEP
0
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N � �\/�\�� ,,/�\�/
� � ��_�,�.�� 12 INCHES (MIN) OF FREE
� ���,�� DRAINING 3/4' AGGREGATE
i ���.,�''z-�.�'�
�_�`��,:;:_ :�
STONE BLOCKS DIMENStONS: ti C;;�',.�:-;� GEOSYNTHETIC REINFORCENtENT
9'-10' HIGH, IB"-30' DEEP, 36°-50' LOP1G ��•���� -�°; MIRAFI 3XT � 5'-0' LONG
SETBAGi( I INCH MiNIMUM PER �' r:,:�.�;;:__::,i REINFORCED BACKFILL
� -� COMPACTED 959b OF MAXIMIJM
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T Designed By� pROJECT NAME/ 3340 GRAHAM NILL RDAD / ❑R❑N❑, MINNESOTA Date:
PDS �❑CATI6N� S/17/2012
r Checked By� CLIENT: YARDSCAPES Project No�
N Pns CRI"IERIUIvI-SCHI�iNOWSKI ENGINEERS g609 HARRIET AVE.S. 12-0720
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N NOT T❑ SCALE p6���C4��um�chirnnowski.cvm PHONE: 612-363-5789 6 �T� WALL
LOW PERMEABIUTY 501L
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STONE BLOCKS DIMENSIONS: 4��:4`-`�• .�
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PROPOSED£LfVATIONS � ` ���_. _� �-.=� �'..,,— .',....._.� ... .. .� � \\\ �` `��� � E��vNpARY c- ' �
GARAGE-FLOOR = 7028..: �� ` c
TOP FOUNDATION= 7028.8 (VAR/ESJ � �0 � I , � i �� � � � � o �tPT�� �� � �
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MA/N FL OOR = 1030.0 p�k �� � �� � ' `'a ' � � ` � � � o
LOWEST FLOOR = f079.0 g��k9 / , � p' � � � � � � � �� � '�'
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P40POSED � � // � m2aslx ' +`�� �; � � � � � /�
HDUSE= 3888 S� ' � c, ., n�.o . �� I, o�. o � � , ,� 4�✓ //
D�CK - 400 SF Q ,��� , cCe=ia28s .�aE7a�coll'�. � ' m . � �'� � ,, tr �
FrGRCN - 98 SF Q i; oti, y'� .; �" .GARAGE' r+ntt � '. �, �. o�� 1' � - Y` /
OQNE = 6000 SF Q �.� � � �� _ �N � xToz�T�� �. � _ � ��'� � O
l�.'��� = BQ� .$F � /;�I �/ .o �,( �0 12.0 �- ' 6_PVC�'DRPN � P�
� POOLDK=Z100 SF ' � � � o� - �, '- ioz�.sj . � ' � � �k,��
P�OLEO = 24 SF C� il ° . : . . � . .
1
- woPAr,o - �8a SF �� � � ,��N �Q,O � �� � , ECEIVED
. WALX = 75 SF � � 1 h�, o-.(i02�5)__c � '•� �1
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RWALLS = 420 SF 1! �� ' � / �s�a� �� °��v� rozss)X wait5� A
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