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ADDITION Ui ILL,ws I s_I-' PID 25108 OQ40 OWNER 3 otter i c' LE'v �1 O NII�s z- �F4*-y 1-��D (Name) (Phone) ./s Qq-) q51 . 2.( 0 . 72- (Address) Skook,E. 3 z0• 7—it. e BUILDER (Company Name) SILT` (Phone) S A.Mc (Contact Name) (Phone) (Address) TYPE OF WORKew Construction ❑Deck ❑Porch ❑Re-Roofing ERe-Siding ❑Lower Level Finish 0 Fireplace ' ddition ❑Alteration ❑Utility Connection CODE: I.R.C. ��❑I.B.C. 0 Misc. Type of Construction: I II III IV V A B PROJECT COST/VALUE $ Occupancy Group: ABE F HI MR SU (excluding land) Division: 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-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 the building official can revoke this permit for just cause F more,I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. . \ ‘--� l J X L Signature Contractor's License No. Date Permit Valuation ,i--I 000 _ Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ ,s S© 2s Water Meter Size 5/8"; 1"; $ _ State Surcharge $ 36'` a Pressure Reducer $ _ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ 54 ,C° Water Tower Fee # $ – Mechanical Permit Fee $ 59-_cc Builder's Deposit $ Sewer&Water Permit Fee $ - Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ /Ci 9 i 7.,,e ( 'Jp «l - l( This A cation B:t•mes ' turBuilding Permit When Ap' ov:i Paid VR eipt NO. ���� ADate J , iZ.� l� Building Official Date This is to certify 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 when 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 issued /02--7// 'J Planning• ectorDate Special Conditions,if any 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street Prior Lake,MN 55372 of PRlp� gny White -Building 411NNESov* Canary -Engineering Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT .G H h.J az 0TH ON AS APPLICATION RECEIVED 1. 17. 1 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4- I'V/LL. ti 0En Accepted ✓ Accepted With Corrections Denied ReviewedBy: Date: -7 / Comments: C-di m ld �` 1�i�4r�y 173.41 CC IfrJ 0,71 "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval any of the provisions of this code or of any other ordinance f the jurisdiction.'olPel Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." oPRlo. Zo White -Building Canary -Engineering NESO . Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT . &! I ti' , c r t,.. r j. i 1 A APPLICATION RECEIVED -/ 4., I 1 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: - ee '/m i Vi LA- ( t . LL/1 r"` ,.„._ f Accepted X Accepted With Corrections Denied Reviewed By: '57,-- Date: /'2 ' // Comments: C Af remove 5i S . 1 �: err; $ .-e k /aJ ,Ia "The issuance or granting of a permit or approval of plans, specifications and, computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." O� PRIp� � 9 U � trf White - ldn fNNESOoP CanaWhiry -Engineering g Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT J6 H N M A� APPLICATION RECEIVED q_ Z7_ 1 I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: W I L-i0 tAl BE CH- sTer✓E-r Accepted ✓ Accepted With Corrections Denied Reviewed By: ` 0/ Date: 107 1 Comments: ( . -o �Cx Eye -C�,� l'1°j4r/v p4-!Au "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 01 PRION Ft Memo 41INNBSO1 Date: November 4,2011 To: Bob Hutchins,Building Official From: Jeff Matzke,Planner, CDNR Department Subject: 3584 Willow Beach St.—House Addition The Community Development Department reviewed the building permit plans for the subject project with a survey date of October 13, 2010 and we have the following comments: 1. Do building plans match proposed garage footprint? . West roof overhang on proposed addition cannot encroach further into setback than current overhang. Reduce roof overhang to 12 inches. (Check to see if revised plans match overhang reduction). �rIndite side yard setback at front corner of proposed garage addition. ej'-/ ccorr L. c.I7tr-AJ if/4/ Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.com 01 "44 ti U � Memo INNESOo' Date: September 28,2011 To: Bob Hutchins,Building Official From: Jeff Matzke,Planner, CDNR Department Subject: 3584 Willow Beach St.—House Addition The Community Development Department reviewed the building permit plans for the subject project with a survey date of October 26, 2010 and we have the following comments: 1. Proposed Stoop is not indicated on survey. Place proposed stoop on survey and recalculate impervious surface. Total proposed impervious surface must not exceed existing 3,754 sq. ft. amount. Possibly consider reductions in driveway width or additional paver areas to compensate for stoop addition. Platform decking material (not impervious surface) could also be considered for lower level sitting area rather than existing paver areas (impervious surface)to compensate for stoop area. 2. West roof overhang on proposed addition cannot encroach further into setback than current overhang. Reduce roof overhang to 12 inches. 3. Indicate paver areas to be removed on survey. Indicated side yard setback at front corner of proposed garage addition. S. Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.com PERMIT TRACKING FORM Address: 35g ¢- WI LLO V✓ SCA '(_,F t sr. Description: /DD N Application Received: q• Z7. Date Days Elapsed Initial Review Conducted t ori 11 a Applicant Called with Corrections o 1 g Corrections Received I 1 4 ti •/ Corrections Reviewed 1 1111 :i.r / Final Review Applicant Called Date Days Elapsed Date Reviewed Initial Review Completed 1118/t1 Corrections Received t 7,1// Corrections Reviewed '/ Final Review 7! �I Applicant Called Date Days Elapsed Date Received Initial Review Completed Corrections Received Corrections Reviewed Final Review Applicant Called Initial Review Time Correction Review Time Initial Application Date Final Corrections Received: Applicant Called W/Corrections: Final Applicant Call Date: Total Days Elapsed: Total Days Elapsed: • ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite #500 - Savage, MN 55378 Telephone: (952) 890-7366 Fax: (952) 890-5883 31'4- as-3 April 12, 2012 Attn: Pat Pat Friedges Construction 21731 Bently Circle Phone: 612-490-8698 Jordan, MN 55352 E-Mail: pfriedges@yahoo.com RE: 3584 Willow Beach Street Prior Lake, Scott County, Minnesota • This report is in regard to the inspection and testing done at 3584 Willow Beach Street on the referenced date. The area in question was the loamy sand and gravel base just south of the SW corner of the existing garage. The first 8-10 feet bf what appears to be the old fill gave little resistance when full body weight was applied to a 5/8" diameter steel hand probe. The load bearing capacity of the soils were evaluated by dynamic cone penetrometer tests conducted within the granular engineered fill, and the existing pad soils. The dynamic cone penetrometer (DCP), employs an eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in.millimeters per blow. From the DCP readings, a per blow, penetration average was recorded and a N-value derived. This N-value is an empiricalrelationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test#1 — 1' E & 6' S of NW Corner, 5' below grade DCP Depth Per Blow Avg. / N-Value Estimated Load • 781 MM (30.7") 78 MM I N —4 1275 PSF • Test#2 — 1' E & 12' S of NW Corner, 5' below grade DCP Depth Per Blow Avq. / N-Value Estimated Load 806 MM (31.7") 45 MM / N — 7 2500 PSF • • Test# 3 — 1' W & 18" N of SW Corner, 6' below grade DCP Depth Per Blow Avg. / N-Value Estimated Load 586 MM (23.1") 28 MM / N — 11 3750 PSF Because test# 1 did not meet an estimated load bearing capacity of 2000 PSF, our original recommendation was to remove the first eight feet of material down to a firm base and use the same material to refill the area back to footing subgrade and compact it to meet an estimated 2000 PSF load bearing capacity. The material was of good quality, but was loose. After further discussion, however, it was determined that widening the footing in this area from 20" to 36" would be an acceptable alternative. Our observations and subsequent soil evaluation for the project, is limited in scope to soil conditions observed at footing elevation within the excavations, and to the depths achieved by shallow probes and dynamic cone penetrometer tests. Therefore, we are unable to assess sub-grade soils, which may be encountered by borings conducted as part of a standard subsurface geotechnical investigation. Sincerely, ltco Allied Engineering Company Reviewed By Kenneth Schaaf Robert Sullentrop P.E. Inspector Project Engineer 701 - 1 / #605 - 1 /#610 - 1/4 /#304/ (3) DCP / #612 - 14 +�v' ) r t ' I 1 { • .3'i,'L - , 31, ,1L,'i . iIrIt ' n I 4 �._ 1• y , a i � � 1 . i E mp t *'^p .-,',t'. # f 1 ' i p 1 r ,',.: 1 kt L '' i 11 . y li , 11 il ,i '',3,W.°4,.,.- 'li f i 1 l'1 • i!«_, � ; t !, 1 fir.A d«..' �' , ' 1 I \i. kii ` Fy� � +.jj ', li 1 i II i,i',. ii\ 4 p , r y •W ["Y ,.:',44,* .** •.5�l �j a s... , r v vF Air°.� ti E�' L)4 c ,o14 '''il: \ ( , . , ,$11 i ry ' T IiS, , 1 . S w w M . ' Pr. i +a» _•.. PRIOR LAKEBDMADRINTMG 01 INF SPECTION INSPECTION RECORD SITE ADDRESS `3 ,'` ,t. cr. NATURE OF WORK isvflc> USE OF BUILDING t.6-s Aire- PERMIT NO. 12 1253 DATE ISSUED (0 /Y (R CONTRACTOR + 1 `-(-+ow4-A-S PHONE -9S 2 -Z to--12-49' NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PER IT IS BY SEPARATE DOCUMENT 114 51"71."-�.. I M�-�.� 64 lc,,. �-rz�rs-c-S lea-At.L 7-7,11` INSPECTOR DATE I FOOTING See eorredc:0,,s Lrw er V /ice � l FOUNDATION (Prior to Backfill) 04P47 � J PLACE NO CONCRETE UNTIL ABOVE A BEEN SIGNED ROUGH - INS FRAMING ) p 9°i'7 7v , L. L. 4- 1- r. 74S/1Z INSULATION totm. Pb ?Ma -6 g.14- 144 Ag_ ELECTRICAL I PLUMBING v,n,W- 2✓l� %I HEATING (if required) (409,p_ gioNtIME486b OPIWEIFIMPPIPLIMI COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED (‘-)56-f.4.,i2-At3 Letki-R-e 7/1/3//)- FINALS GRADING (Prior to Sodding) ;BUILDING 62,8 G z� ELECTRICAL PLUMBING c/4- 1r' .✓ ? HEATING vp c 1)11,':., 1 (/(l� DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850