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o� PRtppCITY OF PRIOR LAKE BUILDING PERMIT, Date ec'd
ti N ,,,A TEMPORARYCERTIFICATE OF ZONING COMPLIANCE
v to AND UTILITY CONNECTION PERMIT
$4.
NES
�rj O`�
'
1.white File
2 Pink City PERMIT NO. 12 — 5 z 1
3.Yellow Applicant
(Please type or print and sign at bottom)
ADDRESS ZONING(office use)
16/'7'7 I4i. Io6sr!a 443k+5 £r. N. 553°7a.
LEGAL DESCRIPTION(office use only)
LOT BLOCK ADDITION PID
OWNER /
(Name) Chrl 5 li C h A Oct 1-.4"n e.i (Phone) 9 5 a- ¶55 - at 3D 9
(Address) go I Y0 V:5;or)ArA (-)e is Cr. N.IAI- Pr►or 4-AkC . 1y1&) 56 0C)
BUILDER
(Company Name) °IW r e_r (Above- (Phone)
(Contact Name) (Phone)
(Address)
TYPE OF WORK 0 New Construction ['Deck ['Porch [lite-Roofing ❑Re-Siding ['Lower Level Finish 0 Fireplace
❑Addition ['Alteration ['Utility Connection 1
CODE: DI.R.C. I.B.C. 0 Misc: t�i�i�tAt•'1„ny WDA\\ (ove '4 r .eeN)
Type of Construction: I II III IV V A B J
Occupancy Group: A B E F H I M R S U PROJECT COST/VALUE S Q.1000 . 0 0
Division: 1 2 3 4 S (excluding land)
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the
above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that die building
official can rev e this �t for j cause. Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
X (_�Z�� i� / ,_ 042/0 r/.Z
Si e Contractor's License No. Date
Signature
Permit ValuationZ m®®,-- Park Support Fee # $
Permit Fee $ 13./5. SAC # $
Plan Check Fee $ �Ln- Water Meter Size 5/8"; 1"; $
State Surcharge $ 'f(�- - Pressure Reducer $
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer&Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE $ (2 L,61
2-
This i.. :- .mes Your Building Permit ved Paid e� 1'
jZ Z / 3tNo. n rilt
' Building a' ' to
This is to.- / that.•aquest in the above application and accompanying docu, .is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when sign:'/ .••er constitutes a temporary Certificate of Zoning •.,pli..ce and allows construction to commence. Before occupancy,a Certificate of Occupancy must be
issued. ' �p /t
Date Special Conditions,if any
24 hour notice for all inspections(952)447-9850,fax(952)447-4245
4646 Dakota Street S.E.,Prior Lake,Minnesota 55372
SCHIMNOWSK1 ENGINEERS
CRITERIUM-SCHIMNOWSKI ENGINEERS
161 DUNBAR WAY
MAHTOMEDI,MN 55115
TEL 651779-7700
FAX 651779-7114
www.criterium-schimnowski.corn
May 24,2012 CITY OF PRIOR LAKE
BUILDING ' PLAN REVIEW
Chris Loney INSPECTOR I (AIL- ---
16177 Visionary Heights Cr.NW PATE i' r , PEPwr NO R 2 Z
Prior Lake,MN 55372 I3 ACC - • AS SUBMITTED
a ACCEPTED WITH CORRECTIONS AS NOTF
0 NOT ACCEPTED,COIWCTA RESUBMIT
RE: Segmental Retaining Wall Typical Sectiol 011"108M1WkL Al w shall be*
16177 Visionary Heights Cr.NW In td stagdmod Wit d 8 zoning code
Prior Lake,Minnesota t iIII MtS Miles Wm not sped1k'.ally noted in this rev,
Project No. 12-0654 l INS PLAN SET ON SITE AT ALL 11MF�
/n/Sr•�c, FEivGo ,4 7.9-e.
Dear Mr.Loney, /s ovat/'/A/ /e/o/+-4-.
This letter is being sent to discuss our typical engineered sections for the segmental retaining wall at the
16177 Visionary Heights Cr.NW project in Prior Lake,Minnesota. This design is based on a wall layout
provided by you on May 19,2012.
I understand that the Versa-Lok retaining wall system proposed for this project will abut the existing
house near the northeast corner. The wall will be about 35 feet long and will have a maximum exposed
height of 7 feet. A 6 to 12 inch minimum embedment depth as indicated on the typical sections should be
maintained for the wall. A level slope will be present at the top of the wall. A 3:1 slope may be present
at the bottom of the wall. A 200-psf traffic surcharge load was designed for at the top of the wall to
account for parked vehicles. No other surcharge or groundwater loads have been designed for the wall.
The attached typical sections should be referenced for the appropriate wall section height. Special note
should be made of the wall embedment depth and the geosynthetic fabric(geogirid)length as measured
from the front face of the wall. Refer to Versa-Lok Retaining Wall Systems Standard Specs for
installation information and details.
The design of the wall system assumes the follow'.
- Soil conditions: Sandy Clay,friction angledegrees,unit weight of 120.0 lb/ft3
- Allowable soil bearing capacity=2,000 ps'= 1 )
- 200-psf surcharge loads behind the wall
- Level slope at top;3:1 at bottom
- Minimum embedment depth=6"-12" V e�-1 as noted c-i3't Tl-t 'S® 1 L-
- Block Type:Versa Lok 6"Standard NAL 5() DCL-srAe .-
- Geosynthetic Fabric Type:Versa-Grid 3.0
LICENSED
PROFESSIONAL
ENGINEERS
HOME&BUILDING INSPECTIONS
STRUCTURAL EVALUATIONS
ASSOCIATION RESERVE/TRANSITION STUDIES
RESI DENTIAUCOMMERCIAL
RETAINING WALL DESIGN&EVALUATIONS
16177 Visionary Heights Cr.NW,Prior Lake,Minnesota
May 24,2012
Page 2 of 2
Direct all surface drainage away from the wall. The wall design was performed using the design
guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls"
(DMSRW)published by NCMA in 2009. If soil conditions,proposed wall layouts,or other design
parameters vary from that assumed,a revised analysis may be needed. Please call me if you have any
questions or need more information. Thank you.
Sincerely,
Paul Schimnowski,PE
MN#40126
DESIGN PARAMETERS AND PROVISIONS
1.REFER TO VERSA LOK RETAINING WALL SYSTEMS STANDARD SPECIFICATIONS FOR
SEGMENTAL RETAINING WALL UNITS.
2.SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION
SEQUENCE AND INSTALLATION NOTES.
3.NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN
PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS.
4.OWNER OR OWNERS REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS
STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM
IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE
DOCUMENTS.
5.REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP
AND BOTTOM OF WALL(S).REFER TO WALL CALCULATIONS FOR BEARING CAPACITY
REQUIREMENTS.
6.FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY
RETAINING WALLS.
7.CRITERIUM ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS,
SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE
GROUNDWATER CONDITIONS.
8.THE OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL
DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT.
9.THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE SECOND
EDITION OF THE"DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS"(DMSRW).PUBLISHED
BY NCMA IN 2009.
10.THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE
KEY PLAN.
11.THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL
DESIGN OF THE PROPOSED WALL(S)ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED
TO HANDRAILS,GUARDRAILS,OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE
DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS.
12.RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CIVIL OR
GEOTECHNICAL ENGINEER.
CRITERIUM-SCHIMNOWSKI ENGINEERS
TEL 651 779-7700
RETAINING WALLS
WHY VERSA LOX?
'VERSA LOK® VINTAGE WEATHERED" TEXTI RE'
•Unlimited design freedom- Retaining vVah Si/Sterns
•Solid-unit durability Solid Solutions.- .- Looking for a more rustic appearance?
•.Virtually maintenance-free www.versa-Iok�corn ' All VERSA-LOK Retaining Wall Systems
--- ---- ---- -- _ — are now available with a vintage,
performance Free Design and Installation Guidelines hand-hewn look- the.Weathered texture.
•Environmentally friendly areavailable at all Patio Town locations.
VERSA-LOK STANDARD
I1 ` M + WVERSA-LOK Standard is the premier segmental retaining wall unit on the market today.
- The solid units are unmatched in durability and design flexibility. Straight walls,curves,
corners and stairs are all easily constructed using VERSA-LOK Standard units—no special
units are required. Standard units may be easily split on the job site for special applications.
*VERSA-LOK Standard Units VERSA-LOK Standard Units
-'1Z-1:7,1:: .z Weight: ' 82 lbs.(27 units per pallet)
ram e .-•.:_'rairie Tan:
c- Size: 6"High,16"Wide,12"Deep eta_
- ._ Face Area: 2/3 square foot $4.99 each or$7.48 square foot
Solid Colors:* Granite Gray,Prairie Tan, Blended Colors:
Blended Colors:* Bronze Blend,Charcoal Blend, $5.49 each or$8.24 square foot
Chestnut Blend,Harvest Blend '�
Rose Creek Blend ` VERSA-TUFF®Pins
Pins Needed: 2 per unit
VERSA-LOK Cap Units VERSA-LOK Cap Units $p
Size: 3-5/8"High,14"Wide,12"Deep .NteTii7sr . c+r..•irie Tan: $4.20 each '4'3
x ��.� �,.' t ,
,d§ ` <,� Cap A:12"Wide(back)
-fP ' er; `.,-` Cap B:16"Wide(back) Blended Colors: $4.70 each
Standard Unit A Cap B Cap
VERSA-LOK STANDARD WITH THE WEATHERED"" TEXTURE
VERSA-LOK Standard units are now available with a vintage Weathered texture.These units
undergo a special"weathering"process to create a rustic,hand-hewn appearance that closely
resembles natural stone.Of course,these units carry the same solid-unit advantages as other
VERSA-LOK retaining wall systems.
- VERSA-LOK VERSA-LOK
Weathered Standard Weathered Standard
Weight 82 lbs.(27 units per pallet) $6.99 each or$10.49 square foot
- Size: 6"High,16"Wide,12"Deep
Face Area: 2/3 square foot
Blended Colors: Bronze Blend,Chestnut Blend,
Rose Creek Blend,Harvest Blend
Charcoal Blend VERSA-TUFF®Pins
Pins Needed: 2 per unit
' ,. VERSA-LOK
•
Weathered Cap Units $5.99 each
Size: 3-5/8"High,14"Wide,12"Deep
Cap A:12"Wide(back) Weathered A Cap Weathered B Cap
Weathered Standard Unit Cap B:16"Wide(back)
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PRIOR LAKE DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTION
REC9,RD
SITE ADDRESS ( V+s1ort-,--5
TYPE OF WORK RX40
USE OF BUILDING z 5
PERMIT NO. C7- SZ1 DATE ISSUED 64/i:2-
BUILDER
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