The URL can be used to link to this page

Home My WebLink AboutBUILDING PERMIT16-384 DATE TIME CITY OF PRIOR LAKE SCHEDULED 5_� INSPECTION NOTICE ADDRESS 4-1 r CONTR. OWNER �� PERMIT NO. • — �' PHONE NO. 0 PLUMBING RI ❑ EXIGRADIFILLING ❑ FOOTING 0 MECH RI 0 COMPLAINT ❑ FRRAAMMINGING 0 WATER HOOKUP O FN 0 FIREPLACE RI FIREPLACE FINAL p INSULATION 0 SEWER HOOKUP 0 IREPLA AIR NAL p FINAL 0 PLUMBING FINAL 0MECH FINAL 0 ❑ SITE INSPECTION 0 COMMENTS: 1)t' , .1 l # "� WORK SATISFACTORY,PROCEED ❑ CORRECT ACTION AND PROCEED p CORREfifo, ORK,CALL FOR REINSPECTION BEFORE COVERING Owner/Contr. Inspector. CAL 447-9850 FOR THE NEXT INSPECTION 24 HOURSIN &FE SAI CE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH uvs1OTI tiCITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCEAND UTILITY CONNECTION PERMITj iy� t* t venae FiteIPERMIT NO. C is .-3NHt gO 2. Pink City 3 Yellow Applicant(Pleasee type or print and sign at bottom) ADDRESS ZONING(office use) 4418 Pondview Trail SE LEGAL DESCRIPTION(office use only) LOT 2 BLOCK 1 ADDITION Windstar PID 253360020 OWNER (Name) ry Sheryl Adderley (Phone) 330-931-1606 (Address) 4418 Pondview Trail SE, Prior Lake 55372 BUILDER ) 952-562-8100 (Company Name) Advanced Waterproofing & Foundation Repair (Phone) (Contact Name) Peg Cowart (Phone) 952-300-6115 (Address) 12585 Rhode Island Ave, Savage MN 55378 TYPE OF WORK 0 New Construction ❑Deck ❑Porch ORe-Roofing ❑Re-Siding ❑Lower Level Finish ❑Fireplace ❑Addition Alteration DUtility Connection 411; Foundation/egress well repair-see attached estimate for details Misc. CODE: ❑I.R.C. ❑LB.C• Type of Construction: I II III IV V A B PROJECT COST/VALUE S ccupancy Group: A B E F H I M R S U (excluding land) 10,000 ivision: 1 2 3 4 5 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- oned 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 the building official yoke t s permit for just cause. Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform needed isions.� X BC634927242 it I Signature Contractor's License No. Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/8"; 1"; State Surcharge $ 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 $ l o 4.0 U Thisi• ,, is 'on BecomerYour Building Permit en A proved Paid JoO.1-,.. Rece' t,„ O / B Date Afir/— / A 1 CO / Building Official Date i This is to cenify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document Th 0hen signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy,a Certificate of Occupancy must be •ucd Planning Director Date Special Conditions,if any i 24 hour notice for all inspections(952)447-9850 i ;i 4646 Dakota Street Prior Lake,MN 55372 Print Preview i 1 Page 1 of 1 Scott County, MN J 0 :.: I 1 1 Farre ll) �2336002: Property Address 4418 P0$Dinesitt TRI.SE ILA ndn�i PRIOR LAKE MN,55372 F Improvement $230 ', T ---------__er ame. _ IIDDERLEY ANTI tldklt!P i rr l;i'6 ---_;--_ ,-� R� -._ .___ _ — Taxpayer Address 4410:POHit)'V'IEW TR SE c w' a —"'418'5` wv PRIOR LAKE MN 65372 ,Homestead Classification 100 Res 1 unit l t f Taxing Distrit�t PC CITY' Arehitectura l Stfie I TWO STORY ' 8 Year Built 1999 Taal ,/atr 25 3s i € School Distract I ISO 0719 PRIOR%ARE Bedrooms — 015 Acres 028977 i throoms 3 I Deeded Acres 0-00 I Garage_Size(Sq Pt) '740 i Sale Date 08/11,512O-5 `1 I} ��+pu'�,�Tarrai�icaitian � � , SubthvnmmonName WINDSTAR Lot 002 Legal Dosciiption , Sale Price €6350,-00013Icidc 001�Su anGd 25336 3 Disclaiv':Map and parcel data are believed to be accurate,but accuracy is not guaranteed.This is not a legal Map Scale documed and should not beseibstitutedApr a titlee.seatrch appraIsa.:survey,;'orforzoning vearr at&en_: 1 inch=36 feet 6 4128/2116 http://gis.co.scott.mn.us/ScottGIS2.0/WebForms/Print.aspx?img=http://gis.co.scott.mn.us/... 4/28/2016 Advanced Waterproofing & Foundation Repairs ESTIMATE Advanced Sandjacking Divisions of Advanced United,LLC 12585 Rhode,Island Ave, Savage, MN 55378 Date Estimate# Rep 4/21/2016 16-0266 DD e: 952-562-8100 Fax: 952-562-2820 lip Name/Address Sheryl Adderley Price is valid for 30 days from 4418 Pondview Trl SE date of estimate. Prior Lake,MN 55372 Payment is due upon completion. w a 'ilii l " . -3;% - Description c" ; e F' *� s p` Cost Total 4/22/16:`REVISED'EMMATETO SHOW SELECTED WORK ° OFFICE NOTE:DUPLICATE ESTIMATE#16-0106 in AWPFR,INC n .. v,t •:.. We agree to provide the following services: requir. itN( s KEEP THIS PLAN( O SIT AfT AL TI ES` ***The following repair is based off the recommendations of Paul Schimnowski,PE (Criterium-Schimnowski Engineers)report#16-2055 dated March 3,2016(supplemental report March 11, 0 44* DATION/EGRESS WELL REPAIR: -Remove and set aside landscape rock,plantings,etc.as needed. -Excavate down to the footings along the foundation wall from the NORTHWEST corner of the home, return 2 feet onto the WEST wall,on the NORTH wall,from the NORTHWEST corner,around the egress well,and continue 5 feet to the EAST of the egress well.Dispose of soils off site. -Remove and dispose of the fence and existing CMU egress well. -Clean and repair the foundation wall. -Install Armtec Platon dimple board waterproofing. -Install R-5(1 inch)extruded polystyrene insulation to grade. -Install a landscape timber egress window well with a Armtec Platon dimple board waterproofing wrap around the exterior. -Install drain tile with drainage fabric and washed rock to 6 inches above the footing and cover the washed rock with drainage fabric to prevent silting. -Remove a portion of the interior basement floor and connect the tile to the existing interior drain tile system under the footing. -Install drainage fabric in the excavated area of the egress well,and fill with washed rock to within 8 inches of the existing window. -In the egress well,level rock,install an additional layer of drainage fabric,and cover with 4 inches of rock. -Back-fill the remainder of the foundation with granular material. -Back-fill the top 1 foot with dirt and restore existing landscaping to complete the exterior portion of the repair. REINFORCER SYSTEM: -Owner to remove and discard existing sheet rock,framing,insulation,4 feet on both sides of the egress window and 2 feet of the WEST wall from the NORTHWEST corner to allow for this repair.(See pricing • Total www.advancedwaterproofing.net Page 1 www.advancedsandjacking.com Advanced Waterproofing & Foundation Repairs ESTIMATE Advanced Sandjacking Divisions of Advanced United,LLC 12585 Rhode Island Ave, Savage, MN 55378 Date Estimate# Rep 4/21/2016 16-0266 DD ne: 952-562-8100 Fax: 952-562-2820 Name/Address Sheryl Adderley Price is valid for 30 days from 4418 Pondview Trl SE date of estimate. Prior Lake,MN 55372 Payment is due upon completion. Description Qty Cost Total below for contractor to complete) -Contractor will prepare wall surfaces and tuck point cracks that are 1/8"and larger as needed to install the"Reinforcer"carbon fiber wall stabilization system at 2 vertical locations and 2 horizontal locations along the North foundation wall. -Remove approximately 6 inches of the basement floor where each of the carbon strips are to be placed. -Install vertical carbon fiber reinforcement system on the NORTH foundation wall one strip within 18 inches of the NORTHWEST corner and one strip within 18 inches of the egress on the EAST side of the wall. -Install horizontal carbon fiber reinforcement system in 2 spots to band over the WEST crack in the undation wall. pour the basement floor. :We have been approved to and successfully completed Reinforcer installs on foundation walls with similar deflections many times in the past;however,manufacturer specs dictate that prior to installing the Reinforcer system on foundation walls that have experienced horizontal deflection it is necessary to have the repair design reviewed and approved by a licensed engineer prior to install.If engineer findings require modification to this scope of work,modifications to pricing may also be necessary.Contractor has included cost in estimate for engineering review. STONE: 6'x 5'x 5' with one 18"planter box(2 tiers):ADD$1475(SELECTED) **Width of a stone window well may vary based on materials and the finished height of the well. NOTE:Stone wells/walls that are 4'in height or more will require additional excavation around the perimeter of the well to allow the installation of geosynthetic reinforcement during the course of well construction.This additional excavation will be the full height of the well and extend out beyond the new well a distance that is 70%(typical)of the well height.Contractor will obtain any required permit and submit a drawing/detail of the intended well design to the City for approval.If additional engineering services and/or modifications to the well dcsign are required by the City Building Official additional charges will apply. • Total www.advancedwaterproofing.net Page 2 www.advancedsandjacking.com S .. 12585 Rhode Island Ave 141 Ja4,?1, k, U Savage, MN 55378 952-562-8100 WATERPROOFING &FOUNDATION REPAIRS, INC. Project Address: 4418 Pondview Trail SE— Prior Lake Verticie Cracks Rock Block loose d n v Joint 4' % 6' 4, • 12585 Rhode Island Ave WATERPROOFING Savage MN 55378 d FOUNDATION REPAIRS.INC. 952-562-8100 Additional Header .1111•01010 WI ID WaNammuswir 5.7 Sqft. net clear opening 44" maximum or ladder 36" minimum _ r 44" Maximum Sill height III v Slab Footing Egress Window UBC Section 310.4 • ''4 { G 'i � r `fir .. . s = t# �'$_ Y p t._ . C. s �I ,4. ffl J "L' :SY f C frig � aGy ffi ,� �" ( ' /`a '� '- i , "1.,..),.:71 " tt � e P 1.6.. 5 k 5.'"'"'-" f C`'9 i Ir I Sss. ¢ '= F. Y fi S