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Home My WebLink AboutBldg Permit 05-0480 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d <; ( 1- ~( 0;; File City Applicant PERMIT NO.t:I5-./1fec White Pink Yellow ~~ S.E. LEGAL DESCRIPTION (office use only) LOT BLOCK \ ADDITION C (tEe:- P'\1-e-s OWNER (Name) E~ C~I92~ J;>~\/eLof'M.Er,rr (I E.. (lS~ Sr- \Z-\d1-~ (Phone) 55?:>1'L (Address) ZONING (office use) Pu \~ -0 BUILDER (Company Name) (Contact Name) (Address) (Phone) (Phone) ~I'z... ,10 B . Sbc:A? 5~ ~I:~ Me- se-Ne<LI,.:Jl'- TYPE OF WORK ~ New Construction ODeck OPorch o Re.Roofing ORe-Siding OLower Level Finish 0 Fireplace OAddition OAlteration OUtility Connection CODE: OI.R.C. rtu.B.C. Type of Constmctionr- Occupancy Group: A B Division: II F 1 III IV H I 2 3 G>~B Ml!Y"S U 4 5 I E Contractor's License No. "2.' Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ Park Support Fee SAC Water Meter Pressure Reducer Sewer/Water Connection Fl~ # z.~ Water Tower Fee # Z 4- . tU:O Builder's Deposit Other 2-15/000, ~'F 2 /57.000-:- Date $ 20. $ '&4 t3Cl:J_- $ $ $ $ $ $ $ ..... "3~; ~.- Z,4 o~ - ./ I ~~:e /t/;~ :;:fI-Y ft I +.28 J I:~ #7UJ TOTAL DUE ~ (, . e> ,O$' This Application Becomes Your Building Permit When Approved ~~ Building Otlicial Sftl ~5 . Date ThiS IS to certitY that the request In the above applicatlon and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. ThiS document ~~ the Clly Planner conStltutes a temporary CeItlficate of Zomng compltance and allows constluctlon to commence BefOle occupancy, a CeItlficate of Occupancy must be l~ Planning~:c~ S I ~1 J n~ 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 Special Conditions, if any -. I.. :'. 1,"', ...,.. 1,//-.\ White - Building c~~ - Fnaineering 0'"" - P1an"'"b BUILDING PERMIT APPLICATION DEPARTMENT CHECKpST --t--. j NAME OF APPLICANT ~r ,46.,( ':";".__1_(,:' "~ ,. ,- .''''//, . APPLICATION RECEIVED <.--. .z: /,~ / \;" , << The Building, Engineering, and Planning Departments have reviewed the building permit application for constr,u9!ion activity which is proposed at: I 'C~ ~/c:) '-7f~~/VJt;'i~1 ({'if (-.--"I/" ~ FC;Vtld4I1~N C;NL'l Accepted Accepted With Corrections I Denied ~ Reviewed By: 1111. ~ Date: S /27 jl:JS , I Comments: liThe 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." ~ DEPARTMENT OF BUILDING AND INSPECTION S.E, FOR ALL INSPECTIONS (952) 447-9850 _..,,-,._--p--",._,.~-_.~...._..,..... ",,"~--,~",,~-,,.....-..-,"."..-"-~._._-~--_.,_._...,,.-_..-_....,-- ,_.._---~_.-----"~._-~.,,-~...,-""'---,,-.._-_._------~--- ~ Metropolitan Council Environmental Services April 21, 2005 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has reviewed the SAC assignment for the Creekside Estates to be located within the City of Prior Lake. This project should be charged 24 SAC Units, as determined below. SAC Units Charges: Condominiums 24 units @ 1 SAC/Unit 24.00 If you have any questions, call me at 651-602-1113. Sincerely, _ J.:::2_ ......_,_ ~ d.. <..i)JLJ.:Of cYcot Jo~E~wards Staff Specialist Municipal Services Section JLE: (15) 050421SB cc: S. Selby, MCES { J (~\V, www.metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street . St. Paul. Minnesota 55101-1626 · (651) 602-1005 · Fax 602-1138 · TTY 291-0904 An Equal Opportunity Employer BRAUN INTERTEC A Special Inspection Final Report Creek Side Condominiums 16520 Tranquility Prior Lake, MN Prepared for Eagle Creek Development ~), Project LV-05-03198 October 14,2005 Braun Intertec Corporation . Providing engineering and environmental solutions since 1957 ...----... BRAUN I NTERTEC Braun Intertec Corporation 21021 Heron Way Suite 101 lakeville, MN 55044 Phone: 952.469.3644 Fax: 952.4698599 Web: braunintertec.com October 14, 2005 Project LV-05-03198 Mr. John Mesenbrink Eagle Creek Development 7765 East 175th Street Prior Lake, MN 55372 Re: Special Inspection Final Report Creek Side Condominiums 16520 Tranquility Prior Lake, Minnesota Dear Mr. Mesenbrink: Special Inspections and Testing Procedures The special inspection services provided for this project were provided by International Code Council (ICe) certified special inspectors in accordance with the requirements of Chapter 1700 of the International Building Code (IDe), the Special Inspection and Testing Schedule and the project plans and specifications. The purpose of the special inspection services is to provide a review of the work being performed by the various contractors to determine if the work is being done according to the approved construction documents. The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspe~tions to have them, judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the result of our inspections and testing. Copies of this report were provided to the site representative of the contractor for his review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. Plans and Specifications The approved plans and specifications were used for our inspections throughout the duration of the project. From time to time, we have received plan modifications from the project structural engineer. When received, these have been used to evaluate the work completed in the field. Soil Observations and Testing The hand auger borings were drilled with a 1 l/2-inch-diameter hand auger. The borings were advanced in 2- to 4-inch increments to depths of 2 to 4 feet below the bottom of the excavation. The shallower penetrations occurred when the larger gravel cobbles and boulders were encountered. The auger was then withdrawn from the borehole to obtain cuttings. The soils encountered in the borings were classified in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual/Manual Procedures)." Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger and the turning resistance. . Providing engineering and environmental solutions since 1957 Eagle Creek Development Project LV-05-03198 October 14, 2005 Page 2 Concrete Reinforcement To conduct the required observations, the special inspector initially reviewed the reinforcement and dowel requirements on the project structural and shop drawings. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement. We also noted if the reinforcement was free of rust, scale and soil prior to placement. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump, temperature and air content were done during each pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength and dry unit weight. ' Concrete Compressive Strength Testing The concrete cylinders cast were temporarily stored at the site and then returned to our laboratory for moist curing and testing. The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. Masonry Construction Observations Prior to conducting the observations, the special inspector reviewed the construction documents and the approved submittals. As construction began, the proportions of the site prepared mortar, construction of mortar joints and the location of reinforcement and connectors was observed for compliance. The inspection program included determining the size and location of structural elements in addition to the type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction for compliance. We also determined if the specified size, grade and type of reinforcement was used and if the protection of masonry was in compliance with the guidelines of Section 2104.3 and 2104.4 of the mc. Prior to grouting, the cleanliness of the grout space, placement of reinforcement and connectors, proportions of site-prepared grout and construction of mortar joints were observed. Concrete Masonry Prism Testing The hollow core masonry prisms cast were tested in general accordance with ASTM C1314: Test Method for Compressive Strength of Masonry Prisms. The samples were temporarily stored at the site and returned to our laboratory for compressive strength testing. The results for the compressive strengths of the masonry prisms were forwarded to the interested parties under separate cover as they became available. Concrete Masonry Grout Testing The grout prisms cast were tested in general accordance with ASTM C1019: Standard Test Methodfor Sampling and Testing Grout. The samples were temporarily stored at the site and returned to our laboratory for compressive strength testing. The results for the compressive strengths of the grout prisms were forwarded to the interested parties under separate cover as they became available. Eagle Creek Development Project LV-05-03198 October 14,2005 Page 3 General Services performed by Braun Intertec personnel on this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Joe Nietfeld at 952.469.3644 or Henry Vloo at 952.995.2238 Sincerely, BRAUN INTERTEC CORPORATION JO~~ Enp$ Robert A. Golish, PE Project Engineer Attachments: Compressive Strength of Concrete Cylinder, Reports 1 through 5 Standard Method of Sampling and Testing Grout, Reports 1 though 2 Special Inspection Daily Reports, 1 through 7 c: Mr. Mike Gleason; City of Prior Lake 0503198/rpt BRAUN INTERTEC Braun Intertec Corporation 21021 Heron Woy Suite 101 lokeville, MN 55044 Phone: 952.469.3644 Fox: 952.469.8599 Web: brounintertec.com Special Inspection Final Report Page 1 of2 City of: Prior Lake October 14, 2005 Date: Attention: Mike Gleason Project: Name/ Address: Creek Side Condominiums In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, special inspections and testing has been provided for the following items: Soils. The required testing in the field and laboratory has been completed. The compaction testing done during the fill placement indicated the procedures used by the contractor were adequate to compact the fill and backfill to meet the project requirements. Observations and testing of the footing excavation bottom indicated the soils were consistent with those encountered in the soil boring and suitable for support of the design loads. No discrepancies were noted and there are no unresolved soils issues. Concrete. The required testing in the field and in the laboratory has been completed. The available results have been forwarded under separate cover. The compressive strength testing indicates the concrete placed has met the project requirements. The dry unit weights have met the project requirements. The placement procedures used were judged to have met the project requirements. No discrepancies were noted and there are no outstanding issues. Reinforcing Steel. The reinforcement placement detailed in the Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications. No discrepancies were noted and there are no outstanding issues. Structural Masonry Construction. The required structural masonry observations and testing have been completed with any discrepancies documented and discussed with the contractor. Following the required corrections, the structural masonry construction was found acceptable. There are currently no unresolved structural masonry related issues. Various reports have been issued that discuss the results of the concrete compressive strength testing, the concrete dry unit weight testing and the fireproofing density testing. These should be reviewed along with this [mal special inspection report. Conclusion Based upon the inspections performed and our Special Inspection Daily Reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in . Providing engineering and environmental solutions since 1957 accordance with the approved plans, specifications, structural engineer provided modifications and applicable workmanship provisions of the International Building Code. Inspecting Firm: Braun Intertec Corporation BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 7/28/05 Work Order: 0504820 Client: J obn Mesenbrink Eagle Creek Development 7765 E 175th Street Prior Lake,:MN 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake,:MN 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: None Pour Location: Footings, Interior Column Pads 1 6/30/05 1 :30 pm 7/1/05 03/4 . 0.3 88 76 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 3000 Pump-FTG AVR Not Required 3000 421 4 Bames, Trent Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s) 1-01 1 6 7 116500 6.00 28.27 4,120 C N D2 1-02 1 27 28 157340 6.00 28.27 5,560 D N E1 1-03 1 27 28 157880 6.00 28.27 5,580 D N El * Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps Break Remarks: D2 E1 The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. TYPES OF FRACTURE l8JQJ~D[IJ] ABC 0 E Cone Cone Cone Shear Columnar & & Spin Shear ~~ J osd3h Nietfe1dj BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 8/9/05 Work Order: 0505097 Client: J OM Mesenbrink Eagle Creek Development 7765 E 175th Street Prior Lake,:tvt:N" 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake,:tvt:N" 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. ("F): Liquid Added On Site: Pour Location: 2 7/12/05 2:04 pm 7/14/05 1 1/4 3.5 87 90 o GAL Water (per 5.5 cu. yds.) Building Interior, Footing, Piers, SE building comer' Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 3000 AVR Not Given 3000 353 02079 4 Marbach, Lee Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s) 2-01 2 5 7 91600 6.00 28.27 3,240 D N D2 2-02 2 26 28 141870 6.00 28.27 5,020 C N E1 2-03 2 26 28 155510 6.00 28.27 5,500 B N E1 * Capping Method: N = ASTM C123l, Unhanded Caps S = ASTM C6l7, Sulfur Caps Break Remarks:, D2 El The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. TYPES OF FRACTURE ~Q;J0D[I]J A Cone B Cone & Split C Cone & Shear D Shear Columnar UL~vj1ifiiT Joseti Nietfeld V '" BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 9/1/05 Work Order: 0506097 Client: John Mesenbrink Eagle Creek Development 7765 E 175tb. Street Prior Lake,:MN" 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake,:MN 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. ("F): Liquid Added On Site: None Pour Location: Building Interior, Other, Basement Floor, East Comer 3 8/4/05 8:00 am 8/5/05 7 5.1 84 75 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 6.0BG AVR Not Given 3000 288 4 Barnes, Trent Sample No. 3-1 3-2 3-3 Field Cure (days) 1 1 1 Lab Cure (days) 6 27 27 Test Age (days) 7 28 28 Compression Test Results Max. Cylinder Cylinder Load Diameter Area (pounds) (in.) (sq. in.) 87970 6.00 .28.27 121310 6.00 28.27 122790 6.00 28.27 Strength (psi) 3,110 4,290 4,340 Fracture Type D C D Capping Method * N N N Remarks Code( s) D2 El E1 Break Remarks: D2 E1 * Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. TYPES OF FRACTURE [8JQ;J~0[o] JO'~~ A B Cone Cone & Split C D E Cone Shear Columnar & Shear BRAUN I NTE RTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 9/1/05 Work Order: 0506098 Client: John Mesenbrink Eagle Creek Development 7765 E 175th Street Prior Lake,:MN 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake,:MN 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: Pour Location: 4 8/4/05 9:00 am 8/5/05 8 5.3 85 76 Mix. Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 4 Barnes, Trent 6.0 BG 3" Line AVR Not Given 3000 345 None Building Interior, Other, Basement Floor, Midc;lle, South Side Sample No. 4-1 4-2 4-3 Field Cure (days) 1 1 1 Lab Cure ( days) 6 27 27 Test Age (days) 7 28 28 Compression Test Results Max. Cylinder Cylinder Load Diameter Area (pounds) (in.) (sq. in.) 96950 6.00 28.27 113850 6.00 28.27 139270 6.00 28.27 Strength (psi) 3,430 4,030 4,930 Cappmg Me1;hod * N N N Fracture Type C D C Remarks Code( s) D2 E1 E1 Break Remarks: D2 E1 * Capping Method: N = ASTM C123l, UnbondedCaps S = ASTM C6l7, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. TYPES OF FRACTURE ~Q;J0D[]] A B Cone Cone & Split C 0 E Cone Shear Columnar & Shear ~p Jose Nietfel' BRAUN lNTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 9/1/05 Work Order: 0506099 Client: J obn. Mesenbrink Eagle Creek Development 7765 E 175th Street Prior Lake, MN 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake, MN 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: MeasUred Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: None Pour Location: Building Interior, Other, Basement Floor, 100' East of West Wall 5 8/4/05 9:45 am 8/5/05 71/2 5.4 85 76 Mix D~sign: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 6.0 BG 3" Line AVR Not Given 3000 369 4 Barnes, Trent Sample No. 5-1 5-2 5-3 Field Cure (days) 1 1 1 Lab Cure (days) 6 27 27 Test Age (days) 7 28 28 Compression Test Results Max. Cylinder Cylinder Load Diameter Area (pounds) (in.) (sq. in.) 88750 6.00 28.27 113010 6.00 28.27 121970 6.00 28.27 Strength (psi) 3,140 4,000 4,310 Fracture Type D C B Capping Method * N N N Remarks Code(s) D2 E1 E1 Break Remarks: D2 El * Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. The average 28 day test result meets or exceeds the specified strength. TYPES OF FRACTURE ~Q;]00[[J] ABC D E Cone Cone Cone Shear Columnar & & Split Shear (1, g/I~ J osep1:fNietfe1d BRAU~ INTERTEC Standard Method of Sampling and Testing Grout (Field) ASTM CI019 August 2, 2005 Client: Mr. John Mesenb~ Eagle Creek Development 7765 East 175th. St. Prior Lake,:MN 55372 Field Data SetNumber: Cast Date: Mix Design: Slump (in,): Location: 1 7/5/2005 3000 5 Below grade waJ.l, West and NW portions of building Sample Data Sample Number: Average Width 1 (in.): Average Width. 2 (in,) Average Height (in,): Out of Plumb (%): Area (sq. in.): 1A 3.03 2.97 6.46 < 5.00% 9.00 1B 3.18 3.19 6.36 < 5.00% 10.14 7/8/2005 8/212005 3 25 28 40,770 4020 SheaI Braun Intertec Corporation 2102i Heron Way Suite 10 1 lakeville, MN 550.1.1 Phone: 952.469.36.<14 Fax: 952.469.8599 Web: braunintertec.cam Project Number: Project Description: Creek Side Condominiums 16520 Tranquility Prior-Lake, :MN Masonry Units . Type: 'No. Used: Field Cure Temperature . Maximum (oF): . Minimum (<IF): 1C 3.14 3.13 6.40 <5,00% 9.83 7/8/2005 8/2/2005 3 25 28 37,090 3770 SheaI 3,900 3,000 Remarks The average 28 day compressive strength meets or exceeds the specified strength Laboratory Data Date Re:ceived: Date Tested: Field' Cure (days): Lab Cure (days): Test Age (days): 7/812005 8/2/2005 3 25, 28 Test Results Ultimate Load (lbs.): Compressive strength (psi): Type of Failure: Avg. Gompressive Strength (psi): Specified Strength (psi): 41,220 4580 SheaI cc: Review:ed By: i\ /UbJ ',jCJf - . III. JosephtJiefie1d ~ ProjectManager L V-05-03198 Not given Not given Not given Not given ,. Providing engineering and environmental solutions since 1957 ~ 'Biiro. i1ia e,;l !id"",~'.l,;Iil''l1 INIERIEC Standard Method of Sampling and Testing Grout (Field) ASTM CI019 Date: August 11, 2005 2 7/14/2005 3000 7 Below grade, South foundation wall 2A 3.02 3.24 .6.26 < 5.00% 9.78 7/20/2005 8/11/2005 6 22 28 Ultimate Load (lbs,): Compressive Strength (psi): Type of Failure: Avg. Compressive Strength (psi): Specified Strength (psi): 2B 3,23 3.07 6.58 <5.00% 9.92 7/20/2005 8/11/2005 6 22 28 44,300 4470 Shear Braun lntertec Corporation 21021 Heron Way Suite 10 1 lakeville, MN 55044 Phone: 952.469.3M4 rax: 952,.1.69.8599 Web: brauniniertec.com Client: Mr. John Mesenbrink Eagle Creek Development 7765 East 175th St. Prior Lake,:MN" 55372 Field Data Set Number: Cast Date: Mix Design: Slump (in.): Location: Sample Data Sample Number: Average Width 1 (in.): Average Width 2 (in.) Average Height (in.): Out of Plumb (%): Area (sq. in,): Laboratory Data Date Received: Date Tested: Field Cure (days): Lab Cure (days): Test Age (days): Test Results 44,640 4560 Shear Project Number: LV-05-03198 Project Description: Creek Side Condominiums 16520 Tranquility Prior Lake, :MN" Masonry Units . Type: . No. Used: Field Cure Temperature . Maximum (OF): . Minimum (OF): Not given Not given Not given Not given 2C 3.32 3.09_ 6.26 < 5.00% 10.26 7/20/2005 8/1112005 6 22 28 44,540 4340 Shear 4,410 3,000 Remarks The average 28 day compressive strength meets or exceeds the specified strength CC: Reviewed By: (\-~ JoseItl Niefield . Proj~Vt Manager ~ PToviding engineeTing and enviTonmentaL soLutions since 1957 i::~ '. ." ....:- ":;""V' - .,.:-' BRAUN'M INTERTEC Special Inspector Daily Report City of ~\:"'t Li,J' Page of Report Number: Project Name: Project Address: Client: Weather: L."'~'h ~:tYc f:cJ~ok( Date of This Report: Ofc,. 21-()~ Project No.: ~.-.~,,,,~'~:\~.L..! (~.l t. I '"2:::-0 f' \ Ii. f ...,;) _ \ ,~",,"'.;W I I Client Project No.: Temperature: Type of Inspection: o Continuous o Periodic Did the architect or en Inspection Coverage: o Masonry o Welding o Boltin Rebar Placement Concrete Placement Tendon Placement lans? Yes 0 (Listed Below) ~ Foundations o Fireproofing o Other No 0 Description and location of work completed: n L 5(r,....ct b!f b...: ,,/'. 5:0: II.. 1;.. ) ().(! ,... C"''''''... ,1 r, ' ~7\~.,.,A-7 A r.~ S. I Jl I ) Il"lf scw.l. Cv-,.~Q IIZtI !f "", \ I;.-..rc: .J<., J -;;-'1 J..,... L :" !'. ,.1 ~\ l\,l\.. ~.,,,:,,,,,~, \ ) t,t-O~..I'q~ h~"'a . R,r.~\..o ~~:\t \ I f',-"-'h ~" .\...,..~. (l '"' ~ Co ~ s. i,.-....~. \.., trl;", ,..' ,..\ t ..J,~ \' I ,~J. ,/11 \ -C-,\\ ~.,t~ I/P,';......'::: / CDV""c&cdi_ ("'ro ~ \;\ \ J $",) O[)6 r-\-, ~ I "v ~..\ I"_"L..,~, t.\. {), tt--. (- C:,'~' <"\0\ \ I ~e:,: h \:..)J~f'!"~ J J ,,,,; -l,.,tl " f' -n'>, """'~ List tests performed: . Are there any discrep'ancies noted from this day's observations? Yes 0 Are there any outstimding discrepancies on this project? Yes 0 If yes, see attached Summary Sheet. No [g] No .IZI . . To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable .~orkmanship provisions of the UBC. except as noted above, f '\ /"\ l\ ! , i \ -4;.,.(, \ ~ 1 jt, <;HfJ" t tr./', SiOgnedo \ ~".'? '_J\ 1, v",-,:,\,\ Dateo . ~:_"'_lrl.: ! ., <<,_... ...,r'....... , . ,.../ - \ u -:- \" ,', i r\\ PrlOnt Full Nameo \ ,\!,. 1'\, c.' \ , '. ^ ) 0, '''--' ._ - . '\, \,_ ~ .,.........'{ \ (')K- 7 -:;. - ( \ .<::: 1.Do Number: (White copy to Braun Interrec fileo Blue copy to General Contractor.) rnn\sp""insp.4 1/25/95 BRAU NSM INTERTEC Special Inspector Daily RepQrt City of P t'~ 0.... L.~.. h Page of~ Report Number: Project Name: Project Address: Client: Weather: ~ 0.v~Vt~ L.;-ul.Lc;;.;- (!A.- E <::"k.,*,~ '-j t. .... t\' 'f'-'.........l'^ "1 t..T~ I....~'O"- w.Lv Date of This Report: Project No.: OT-OS - D S- Lv '-cs--o~\er"i c..\~V(\y Client Project No.: Temperature: t-O~ Type of Inspection: o Continuous o Periodic Inspection Coverage: D Masonry D Welding . D Boltin Rebar Placement Concrete Placement ~ D Tendon Placement D Other lans? Yes 0 (Listed Below) Foundations Fireproofing No 0 Description and location of work completed: C)b<;;~t'l.. h""'~J ~E)~h .fer. +rn~J<:'" ~/, c..e'V'O~ t.u~\J.~.'\~. ~erk........J. ~~Nn-.\ i-k...'-. A;~r g."'~"'r '" B...~,,) ~tl'\\.;. Co<,<:.~s..~oO O~ ~9... ~t j~t:.l t J-4pJ ~ ~Hl ~.^ €A ~~Q C"'''cl ~H<'V\.~ O\~r "\.t')..kA b Q ttUW A+ lA...c.t ~ I~:J J "\ - 4 "f' or.$. a':r") ~ '" l'\C( ~ ( ...........~ ^: to i ft R Cl<il?"f e ^ ~J 4j.r \'o';;j' ~e~) <'<>~" M<d "u~-bl.t. -G. ct\\owalt, b<r-"'<'l~f"c';1 f)~ ~ pc::.,Q,.. Tk>.. TYP(',,-+- ~~.,.,. ':'&'o2^eL,.A -.k, ~ Se~k rrpOI'T W<A~-\+v-. ^^ Ob- 'l. '1--QS: List tests performed: . Are there any discrepancies noted from this day's ohservations? Yes D Ar'e there any outstanding discrepancies on this project? Yes D If yes, see attached Summary Sheet. No E6I No ~ . . To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and apPlicablr\:rkmanshiP provisions of the ~except as noted ahove. Signed: if'L ~ID Date: 01--c~-c';- Print Full Name: ]"("\Q N~e..i:-k\I'O_ J.D. Numher: (White copy to Braun Interrec file. Blue copy to General Contractor.) i'rmisp~~insp.4 1/25/95 Page_ of_ BRAUN INTERTEC DFNTSTEST Rev 3/04 Daily Field Notes Project No.: 1--'..1 - 0":;- -()3 ) 98 Location: C. (("'6vL > j-:C-\ Fs~~<;. Date: C-~o-J3- Weather Conditions' C{ t.__~", . ~ Client: n5S,'br't./\..k:, G:.--..d_~ s. Report No.: C?\ . " ('IDr'J?'tI~, Arrived On Site At: Personnel Classification Arrive Depart Sf' . E'"......c; --' ...L. . 'S.s\. - -- \ Iz., U - .) Compaction Testing No. ofT~~ts: Starting.Test No.: .,~, Pr~ctor Information: Submitted To: Ending Test No.: Performed By: Concrete Testing Date Cast: Set: Set: Set: Set: Set: Spec. Strength: Slump: Slump: Slump: Slump: Slump: Supplier: Temperature: Temperature: Temperature: Temperature: Temperature: Air: Air: Air: Air: Air: Mix: Mix: Mix: Mix: Mix: Comments: I 3.,.....<:.~ -tt:::.S eY ~SG:v~.J). A~ ~~_~~T .('~ fl("\, ~~fl:.~ ~.\ c.'I-. ___ .-c>o.Y'( ;xi.r~ .... / ~t"c.,d~r- /":>>.. Q / C:6C...-ff,~ :;:<I6-~A" (? u) ~ 3,t- )t/( '31-d'i.C \ L,bY q - ~ b Lev. \ II ? ( ) ~ \ 1\ L-( / I, $ , f!, - l't /' r- . u- .? ~,7 4 -0 ~ ,---0 '-J f . - Q' '__ / ~ - "M- b R{ t..-..../. ,\-,4.1- v -::y C C"'"l-f) c;,..(.[ ~ f::r2; _ 2, Lu /, .A I!) 0 ir X C~, t.A../ "( -# ;r- '" !p;;' ~ "3 LC;/''' ~. '3 I~ (_) I' .X (\ -(=,:'/! l '. / '-! ~ ~'t-,~-- t:::". [... f ~~,4./ ("'" ~- ~. /'~",",._.'""" -:i/o- --" ~ I '---. t --., r ,;;., .'" \. ;f'r {\f ~~' .~,,. -" \". ,/ _.~_; {, _..,. ~~. ~... '-- I.,-? J ",,' i ~j '", I .'" " c"""", . \... - t~..r' c.? ......... ~ 'r "- -- - "- .", ;_ ~ '-'-./: J /\ff iP~_ \ /-./:: ~"';-4<'''''\-C/' '1.s ([; ? i.., ('C"\'('~: S:.t..;.. );:'4.'; v('---fl,/:;( ( ~.o'/("'r '_a v,..., ( \\ --<<,/ i '--"' Submitted Jo: Performed By: ~b il"}.J='__ White copy to Braun Intertec file. Blue copy to Project Site Representative. . Providing engineering aruI environmental solutions since 1957 PageL ofl BRAUN INTERTEC DFNTSTEST Rev 3/04 Daily Field Notes Project No.: Lv-os--t)~\'t'3 Client: Location: C~ <;'>00 Date: (""\ "l--eS"' - e ~ Arrived On Site At: - Weather Conditions: ~ef PCi..4-', C-,,~"'~ Report No.: Personnel Classification Arrive Depart 'J'R\l ETT Compaction Testing No. of Tests: Starting Test No.: Proctor Information: Ending Test No.: Submitted To: Performed By: Concrete Testing Date Cast: Set: Set: Set: Set: Set: Supplier: Mix: Mix: Mix: Mix: Mix: Air: Spec. Strength: Slump: Slump: Slump: Slump: Slump: Air: Temperature: Temperature: Temperature: Temperature: Temperature: Air: Air: Air: Comments: L 6'\..~~-ui'('Jl r4"C,N:.....j <;,~\ ~r Mct.~t'''''-I'1 \AAI\ 'O(...~.\t-at c.'\. W J ~W~I"._f,.L- : ~ ~::+' U~G"ci''3 ~ ~~.~ "C~~;l in ~~l ~': ~' ~~ Z!.t"..... \'2.... 6te.c..' ~ of l.t"8" l I' \oe-k!!t. ':I:i: 'u.r Cl+ f: )Q~ k>~. cJ ~'A~ ltl C<Pr er-.lJV<Z~ ~. s-P..e ~~ """"'<;.&.......1. a",.! ~A r "~'~~\;,,. 1kr-t. l..<...A!.rr oI\...::r ~Sr..tV ~(';es ~..'" ~rby(r;, f'\bceJ'lJ<'.(.I.,'n,,,-. "C-. C;P~1- ~\?J- eQ. J~-t- f~~~ .ff, k ~bt ~ ~~-..'\frvl.S~ \A 3.~lJPh. Submitted To: Qo,j",L, 'S'f I Performed By, q"Jk 'tJ),"", - )' White copy to Braun Intertec file. Blue copy to Project Site Representative. . Providing engineering and environmental solutions since 1957 "} ~t:it Pagelofi DFNTSTEST Rev 3/04 BRAUN INTERTEC Daily Field Notes Project No.: L- \j - OC;--o ~ i q 'g Location: c.,e,~i....S~c9..Q ~cH.lC\ Date: ('Y:t--\7-0( Weather Conditions: 1'0". f:,,,,.,,,,,-vf . I Client: Report No.: Arrived On Site At: Personnel Classification Arrive Depart :I R \'\ E.T'j Compaction Testing No. of Tests: Starting Test No.: Proctor Information: Submitted To: Ending Test No.: Performed By: Concrete Testing Date Cast: Set: Set: Set: Set: Supplier: Spec. Strength: Slump: Slump: Slump: Slump: Slump: Mix: Mix: Mix: Mix: Air: Air: Air: Air: Temperature: Temperature: Temperature: Temperature: Temperature: Set: Mix: Air: Comments: " - < \ If\;I.c,,~, c r if' .' U' , 0'" <:;'Q../V a:h ",,^,', . 'vv~;~ V\.O <? ~.J , ,'" 0 '.....::.. -4-~ k'L Submitted To: ~ ' .. r- ~ r . ....,"\c, V~ .....(.J , - I Performed By: I~ 1\\ 1~ i I, I I. I ~f-:'^' '\ J " White copy to Braun Intertec file. Blue copy to Proied Site Representative. . Providing engineering and environmental solutions since 1957 """ I I ." BRAUN'M INTERTEC DAILY OBSERVATION REPORT Project #: L-v u5 -031.1:~ Location: Ih9DIJVCft1f,l4l}~~.ri- Report #: Date: 7-f}{-o?' Regular Overtime Personnel Classification Hours Hours I 0Sss ~~ Areas and work performed this day: ~fcr1~ b >~k ~ oh~ ..vtC(J.61>') f2J( ~ >~~ .~ ~ ~r~~~- 04 fOr~~ r?1~Jd4' ~~~ ~ ~~ _ ~~ferL r~ btcc1:-/~QV- ~ ~~. rJa-(;~(Ls -Gv- ~~ bo--t~ pn6iL -.b ~ Crff~' ~ ~,IJ~ 'r '\k CN\l~ Ce5JkLtl'~ ~~ ~~~~ ~J r-. tecti~ ~~~ ~ ~~~~ (JreuXfl~~ tPG~ ~pW 2-lOL~;f'W 1J..)\j~~ ~b {(s.-(~ . at-Dfehi~ TVL~ ~~ #? bYs ~ ,jJ~krvt~ W C~;:~-::<7 ~ t'kW ~<;^ ~~~,~~ ' fe o1r:e/ud ff:PtL~~s c1". ',7 r~ ~ ' ~ ~ c~~ Wlf7", L1.#6L~-1 ~ 3 {c~ a:I- to l(oc-. ~~.bL *,U~~fle.y-r~~ akut ~~~ f~~ ~ al-l4f; ~.r'M15 ~~ ~ ~ef- d~IT/4J~ ~~ .J . J ' l R~v- 0... 1,.r' ~k . C~~. , (Ry'tc{i1S/.J:LC c~ ~cb~. .. ~1,0.1~ pl<<..ad.-{er c....<<>v'\P~%~~ ie'fi"!), Weather: ftOc:; 7UtJ Performed By: L Submitted To: ~\~~ F: DAILY1 DOR-01 Page_ of_ BRAUN INTERTEC DFNTSTEST Rev 3/04 Project No.: i-V -D/:> '-v () 3 . I ~ Location: .( /(.;A,(<:;..JR~, ~Sw Iv. So Date: 1-- ( S....- O.s- )"" V ~. Client: Daily Field Notes h5b.....1:x -":'l.t( ~ .Report No.: f1-'.Zr l_~.~0 IV')..,} ../ Weather Conditions: /-te- 90 ~ ./ /Arrived On Site At: CPl'. ~ Personnel A Classification .-- t-, ( I-n. Arrive Depart Compaction Testing No. of Tests: Starting Test No.: Proctor Information: Ending Test No.: Submitted To: Performed By: Concrete Testing Date Cast: Set: Set: Set: Set: Set: Supplier: Spec. Strength: Slump: Slump: Slump: Slump: Slump: Mix: Mix: Mix: Mix: Mix: Air: Air: Temperature: Temperature: Temperature: Temperature: Temperature: Air: Air: Air: ?\5 C-.o(~~ .~J'~ &- / To 10 1 ~sS 1/,_ ~ : . '/i.!hf~ Performed By:, "~ 1/d.:2'" Submitted To: White copy to Braun lntertec file. Blue copy to Project Site Representative. . Providing engineering and environmental solutions since 1957 BRAUNSM INTERTEC Special Inspector Daily Report City of ~ r~ f" r- I~c> \;d Page~of 1 Report Number: Project Name: Project Address: Client: Weather: C r ni,...s,~J,Q c...c.A.L'lS Date of This Report: Project No.: ()1- -ZS--oS- LV-05-0~'C{''g 1-0 c> , <;., "",,-vi I Client Project No.: Temperature: D o Tendon Placement D Other Yes 0 (Listed Below) No 0 Description and location of work completed: i\hSUJu:l .,}S"c~1.') S-k~\ J;:;.. el",~;"c $ L I !r (e. 'f9i . ^'" 1-6 ' L.:..: \ ) I,^ l1kC-h19" c,l~.A"oJ+<: t'.AffZ'r,,...J ~ o~ e'lu};.'s. Mnr.hr 6~.. oQoi,i\~~ fZ.o.t?f)W\--..~le.e.l OO.rd...r-<<.rh, &<.C-\.A ~J" k. 3lO"-\- ~ \(\{"I"C.,':.O Type of Inspection: o Continuous ~ Periodic Inspection Coverage: ~ Masonry o Welding o Boltin Rebar Placement Concrete Placement Foundations Fireproofing S L.,''V\I~ ~ ht..--\-0 t......r-IA ",,-'v.'f' \!~. List tests performed: . Are there any discrepancies noted from this day's observations? Yes 0 Are there any outstanding discrepancies on this project? Yes D If yes, see attached Summary Sheet. No rzl No [X] . . To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. ~/J " Signed: ' -1/\1 ,(~ ( - Print Full Na~e: ,J hI' \-.\:~),.\..dcl Date: C1--?'5-0S- J.D. Numher: (While copy to Braun lntertec file. Blue copy to General Contractor.) rrml'p"cinspA 1I25i95 APR-29-2005 10: 29=l FROM: 'O:1~44751Z136 1-':1/1 2 : 3~.~d ~IJI ~~r.~E;: :c'r Id,:j S&32!2-62-dd:- :J Special Structural Testing and inspection Program Summary Schedule I' ror::;, ~'J arnc Locati.::ti :t'{t))ect N ')"_ PeTr.u:: >Jo. l' ~ 1-1 eR.../t; /::; ;:cl.__,." ! .-\$signecl ~ Fitm (6) . - .. "-- ---'---1 -.. .,.' 'j I --I I -~---1 -----..-1 u____ ...--'.......--....-..-...-i I J ccllJ1l(:al (2l - Secli,:>" : /o.rti-=le....~ De~cription \ 31 ' ..,.~_.... . -...-, ....... .,.-,---..----'-'.. .. -- .. ~~F;tk,-~'t.'~fi;...; 5&i.L 1'1..~/?~~ }, '-4\.'1:II::S : FC.:::>T,-/I.)6S 4- .. , " on __,...._ f? E"lt-I .1=c/?(!R1E;.;1\ ~ iT ! ~71'? u. n.:ru I? ~L.. ! t, loT': '?'T:r'-.-.'...~t" !'5 '.' V 1,...,7)/,~ ,,-;? j-;- .; I - y-J..., w_~~_.~, ..___..____..,.__.__,_.....,..~.~~~F~;;f ,..._SLT,----., . ' , ,______.___--L T YJX' :.' f InspeCtor .:4.:, -~T ':;~cdc Repon F'l"equency {S) ... iPef?)6Dj (j~" 1 ~jF7V I" !:yt'7 ~' f..... '-1 t~ ! !~ i~ Of'" : _+_ _~ 3-~j_~'___ _H'''_~ ...... N"l:c' Thi,!l e("hedtlle !'haU ~ filled nut an.d jm~luded in a S~eclal Sml::tut'<ll T\!fl.ing !Ind It1;pecti~!l Pr"gr3m, ,If OOi o:h.el'wise s~':ified, ass'Jmed pre-gram ~'iJ be "Guidelines for 5pec:allnspection & Testins" as ::Contain~ 1n the State B:.lildim: Co::k .md as modified n',' th:: stille adotlted me) '" A copwk'c roe=ific!:ior;'i~lllj~.. program ta,n be down1oad;:d dire-;t!y by visiting CASE!}.n-;- at 'oo""..'w.Cl'.c.m.org" ( 1 J (2.\ ~ j} t4) ft'. Permlt No. tl be j;lTQv'.oed by the1;.l.luc.mg l.lmclal R('..kn:nr.l".:I1(, me specific technical scc'pe s:;ction :u t!:ll" prr.gram L.c. J~,:: Ipuvm !ie, loBi.,: -'::Hlp.~l. l., a~ ~,.k'!)~e<.i ())' ,'>1.11inCSl)\;;. Slate j;hJli<im~ Cvrie, Special ~pe~!or - Te:hrecal :'$IT); S?e>:lal :l'~r:..:ctQr - S tural (51S) \Vc~y. ~~v...~:!:J~,'. F':~ =:..stiin;;?:.:.:-ti~:i. pt:.,; l1c.:;.,:!. (6) Owner -D~Ht; _____,-____"_ F1r-n 1.>a.le' ., , ~::;: ~~~:.(! ;:.;-~~- ,_ .to:....__J_.._.1..... ( " . SI.S _ lA' .._........_.._____._..__........_.____. fr)jJ"~ '\ -I ~ - --. t-u-rn P=dL /ik/':-j.j 06( p; _-_ , '" /~ r. -, /'] Flrm:';'~._~.ttr: ,~rrfJL\ . U Frru: : D;;1e' :> F::-n::: Vale p-~.. D~- ~.~. ____ If rcquc~ted ~)' cn;:;:nceff.lrchlt~ d rt:cm(;, or building cffbw, the il1l.li...idtJ.:1: l1ar::lC,; rA an PT()~pcc!ivi' spf.r.i:11 in~p"'':''w~ otnd the ~'<.~,tk they' Huen\i. to "'O~;t'!Vt: :-:1.Jf1 t>~ IJC:::lu{tc:d :'.t~ :.::~ aua....,.,mcnt. SI-S ':0. Special JtlSt'C-C!(:[ Stru;r.;r;;] :").1-7':.;.: Syc.i.Jii.tl.h.">;;';';';';;'Vi '" :(,.::.Lj.~,~~: F '" F:,bri:;a~cI T A ;.... T~;~;'.,ng ;"id;;'~~"~Y L:;.;~~'~. S:R .... St.;'--.r..:.tl,;.;,;.;.l. [~~-~~~';~i ....fn~.;;;_;i.d A~,;eot~d for tbe :kHcing D~partn':-:: BV_~_'_OO"'_"_'"OO''''''M''' Datt" .--.._---~-- ECSD":PR01? ..;03 .. :.. i .j MAY"Z '.' ..... \. _..~.~,----._._-~..-"-~--,~~.__._..~.~...~'~_._.,~~-_...,---_._-~~-_. L-.on Eftllneerlng of Minnesota 352. Labore Road WIlIte Bear L.lke, MN 55110.5100 11/11.481.1120 Fax; 6/11.461.9201 W\WI.larsonenllr.com ~ Larson FAX TRANSMITTAL To: (( Company: From: Fax Nq62 I - f~ '7- 608/.t; Tel. No: Re: Pages: (page count includes tt1fs Fax Trenllmlttlllllheet.) MESSAGE '''7JI.=--_W'7\'''"''''''''''~~-- .....".~ ..,~"..~.._"M.'. .-........ Mh....... ....., ............ ...... ,.... ........,............' 'Mh'_" ,......,..... .. ... ~.-1f..-...v.r"..&<l.. !:;!,I;;,.....::b.........ld;lI>.~_...~.~..... ..~I;;; llJ._-~MMi~M,__~..(I).__.#_~..___)t2..,.._..,.::-t:tu~_....._.. .", . ._...f!f~"~,.""""''''''..'' .. "~.",,.,'''' ~N. _, ""'.... ,,__,_./WY'''''__M..... ....,.w.'.. .........,~) l"'~("''''''''''' ....,....__...,. ,,,_ '''''''No''' n. _ ".,"N .....~,..., ..,......."'Vt,._,~".f......' 'f, __~.~ _...... ^...~, .."....... M.,...... ....., ,.., ,... ....." 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FaJC , ,1 es,4( ~~ ~ /qr ~- CONFIDENTIALITY NOT!!: The Information contllntd In this flllC i,c ~ng lr2nsmil1l1d to .nd is Inlencl~ for Il'It person named. Dls8emlnlltlon, distribution or oopylng of this """-s' by anyone other than the recipienl " strictly prohibite<l. If you have received this message In error, Plell'. nollfy us by teltphone and d.,troy this mtseage and any attaohm.nts, 'd ~~~6 'ON NW jO 9NI~33N]0N3 NCS~Vl ~~dl~: l ~OOl 'Ll '1M' BRAUN INTERTEC Compressive Strength of Concrete Cylinder Test Method: ASTM C39, 6x12 Cylinder Report Date: 7/20/05 Work Order: 0505097 Client: John Mesenbrink Eagle Creek Development 7765 E 175th Street Prior Lake, MN 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake, MN 55372 Field Test Conditions and Results Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): (ASTM C143) Measured Air (%): (ASTM C231) Concrete Temp. (OF): (ASTM C 1064) Air Temp. COF): Liquid Added On Site: Pour Location: 2 7/12/05 2:04 pm 7/14/05 1 1/4 3.5 87 90 o GAL Water (per 5.5 cu. yds.) Building Interior, Footing, Piers, SE building comer Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Number: Cylinders per Set: Cylinders Cast By: 3000 AVR Not Given 3000 353 02079 4 Marbach, Lee Compression Test Results Field Lab Test Max. Cylinder Cylinder Cure Cure Age Load Diameter Area Strength Fracture Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type 2-01 2 5 7 91600 6.00 28.27 3,240 D Capping Method * N Remarks Code( s) D2 Break Remarks: D2 * Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. ~) [E i:~ !-. 'i ! ;OJ !\'\ W JUI 2 22005 l~ By -----:_ TYPES OF FRACTURE ~[2;J~D[ill ABC 0 E Cone Cone Cone Shear Columnar & & Split Shear ~ BRAUN INTERTEC Letter of Transmittal Client: Eagle Creek Development Date: July 21, 2005 Braun Intertec Project No: LV -05-03198 Transmittal No: Braun Intertec Corporation 2101 Heron Way Suite 101 Lakeville, MN 55044 To: Mr. Mike Gleason City of Prior Lake 162'00 Eagle Creek Avenue Southeast Prior Lake, MN 55372-1714 Re: Creek Side Condominiums, 16520 Tranquility, Prior Lake, MN This Transmittal is being Sent: _ For your approval _ As requested -X- For your records For review Information Sent Concrete Tests Reference Numbers Set 2 Comments/Clarification I Transmittal List Mr. Mike Gleason, City of Prior Lake John Mesenbrink, Eagle Creek Development Information Sent Concrete Tests (1) Concrete Tests (1) - n "p 12\, 10\ ~~'~ W,' \~, ,\ll' \1! \( \ ",\'!, ' \\ r' \,01 \ L, L\ ' ' " I' " U ~,~' -' \ " ~, JU\ 22 2005 '\ ";.:;. -.:::;~.------ Signature: Sent By: Phone: Joseph Nietfeld 952-469-3644 Rev. 8/6/04 . Providing engineering and environmental solutions since 1957 FROM MESENBRINK CONSTRUCTION PHONE NO. 9524475036 Jul. 26 2005 03:34AM P2 BRAUN INTERTEC Letter of Transmittal Client: Eagle Cree).: Developmcnt Date: July 21, 2005 Braun lntertec Project No; LV -05-03198 Transmittal No: Braun lJ1tertec CorporatioJ1 2101 Heron Way Suite 101 Lakeville, MN 55044 To: John Mesenbrink Eaele Creek Development 7765 E 17Sth Street Prior Lake, MN 55372 Phone: 9524475058 Fa~: 9$24475036 Re: Creek Side Condominiums, 16520 Traoquility. Prior Lake, MN This Transmittal is being Sent: _ For your approval _ As requested ..x- For your records For review Information Sent Concrete Tests Reference Numbers Set 2 Comments/Clarifica don Information Scot Concrete Tests (l) Concrete Tests (1) LTr:msmittalList Mr. Mike Gleason, City of Prior Lake John Mesenbrink. Eagle Creek Development Signature: Sent By: Phone: Joseph Nietfeld 952-469-3644 lie". 8/6/04 . Providing engineering and environmental solutions since J 957 '- ,-~--,,--,,-~~-~-,-~-,----'~-"-~-'-"'"---'"-"""------~~._,--_.~._-~._._-~...-."-_._._-^---'_.,." FRm1 MES!=NBR I NK CONSTRUCT I ON PHONE NO. 9524475036 Jul. 26 2005 03:35HM P3 BRAUN INTERTEC Compressive Strength of Concrete Cylinder Tc~t Method: ASTM C39, 6x12 Cylinder RepOli Date: 7/20/05 Wurk Order: 0505097 Client: John Mesenbrink Eagle Crcek Developmem 7165 E 175th Street Prior Lake, MN 55372 Project: LV-05-03198 Creek Side Condominiums 16520 Tranquility Prior Lake, MN 55372 Field Test Conditions and Results Set Number: Date Cast; Time Cast: Date Received: Mea.~ured Slump (in.): (ASTM C143) ~easUiCd.Alt (%): ~(ASTM C23i) COIlcretc:Temp. ("P)~. (ASTM C 1064) Air Temp. ("F): Liquid Added On Site: Pour Location: 2 Mix Design: Supplier: Specified Air (%): Specified Strength (psi): Truck Number: Ticket Numher': Cylinders per Set: Cylinders Cast By: 3000 AVR Not Given 3000 353 02079 4 Marbach, Lee 7/12/05 2:04 pm 7/14/05 1 1/4 3.5 87 90 o GAL Water (per 5,5 CU, yds.) Building Interior. Footing, Piers, SE building corner Sample No. 2-01 Field Cure (days) 2 Lab Cure (days) 5 Test Age (day~) 7 Compression Test Results Max. Cylinder Cylinder Load Diameter Area (pounds) (in.) (sq, in.) 91600 6.00 28.27 Strength (psi) 3,240 Fracture Type D Capping Method oj: N Remarks Code(s) D2 Break Remarks: D2 · Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps The 7 day test result meets or exceeds the 28 day specified strength. TYPES OF FRACTURE ~~[6]D[I] ABC 0 E Con@ COr'le Cone Sheaf Columniilr & & Split Sh....r Jul. 5, 2005 7:44AM Bra u n No,4667 p, 2 BRAUNIM INTERTEC Special Inspector Daily Report Page of -1- City of p ,.~ ~ r L.... \u Type of Inspection: o Continuous o Periodic _' ~u-;~&) c...~~ rLL E. ~+c..~<:' T~l~':1 t..t1. ~....'()~ ~ c...\ (1\..,,\ y Inspection Coverage: o Masonry o Welding o Boltin Date of This Report: Project No: 01-()S'- D~ Lv -OS"-O~\~'i Report Number: Project Name: Project Addre.c;s: Client: Weather: Client Project No.: Temperature: 1-0'l:> g Foundations o Fireproofing Tendon Placement D Other lans? Yes 0 (Listed Below) No D Rebar Placement Concrete Placement Oescription and location of work completed' Ob~~J. ~"r~~j s.~~ h .fer ~hJ<; ~ ^ C-.b-v"D~ bu~\J~~. ~~~ s.t.;)-~"" { i~.l A;~r &o~"'r G R~~.,) S()'I\~ ('o",c:.~~~..Q o~ ~9. 0...,1. j("HJ.{.L~"~.&.T~J. k b12 ;^ C\. ~to ('<t"CI~H-~ ~ OI.:N...r" ....(}-krl has:Q.-.f.f\,+ lA..u~ aluj '\-4 "1"'lV'\ ~r~;.... r\C(~( ~'~I':~i n R~,,' e" ~ &.j" \'o~.". b~) <;..,: h M ,d S~~ k~ t.. ~ q \ Ill>.! ..11.. h u.,; '~"~; hi f)~ ~ pc.Q._ T\'::;5" TVpt\M- ~~ <'.IrA Q&:Q.u-.L'AA ~ ~ $o;k r~p<!J"T w.~~t+v-- ^ ^ o~ - 'Z. "'l--CS": List t~sts performed~ . Are there any discrepand~s noted from th is days ()lls~rvations? Yes 0 Arc there any outstanding discrepancies on this project? Yes 0 If yes, see attached Summary Sheet No E6I No fll . . To the best of our knowledge. work inspected was done in accordance with the approved plans, specificalions and applicahle workmanship provisions of the ~except a<: noted ahovc ~ I~L SigncJ' ~~'~l[) .._ Dale' _.Ot,9<:-D<;' Print Full Name' . L.,o t\~e...~l(O J D Numher' - (White copy 10 Braun Inferrec file Blue copy to General Gmrracror ) r'rll\l'I'".;'n>;p 01 li25ll,1~ 5, 2005 7:44AM BRAUN INTERTEC Bra u n No,4667 p, 1 To: ^^-, f"'l.. C:>\e...",OI\ Fax Transmittal Fax Number: Cf.S 2.~Y41-- 4'l....S-- From: 1 U~ \'l '. e..t{J,J. Phone Number: Fax: Number: Re: Date: e>'1--DS"-cS" # of Pages: 2- (inc:\udiug cover): 952.469,,3644 952.469.8599 ~~ ~~~ll" hped-., Please advise i/ytJu have received this ctJmmunicatiolz in error. Braun Intertec Corporation 21021 Hc.."!'oD. Way, Suite 101 Lakeville,1vlli 55044 Ph.ont-:" 9524693644 Fax: 9524698599 Providing engineering and enviroYl/'nental :;olutions since 1957 s/zhfs cwnlte - Buil~ Canary - Engineering Pink - Planning NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for constrf'~ctiVity which is proposed at: /1 f' 20 I~U(1t L:.r Hvt-l04-rlOAl OA/L ' Accepted Accepted With Corrections Denied Reviewed By: 2)~ ::f~t..J Date: S / Z 7/0 S- f Comments: ~~ ?~ ~ ~ ~ I:r- ~ ~-~~J~~J~/~' I ~~f~~~~ J I ~~~)~~~~. ~ -r ~y~~.y., b~,~ ~ ~~ @If~~ -~ ~ 0- No weeD ~ ~ ~ v.+:fi-P ~6!L ..~ ~ VuwjJ Q- ~ p~ - Ilc:, ~ ~ fr ~~ Df'JL V, FlUZ.05 (o.,':::i (' &-,._7112. ~ l... Be h,(<.~ sr~rj,.Jj ^N 0 MuS'r ~e Mdl,.j\",~(:-c ~4~f p(Uj~d1 "The issuance or granting of a ~rmit 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." White - Building CCanary - =nglneerlif9:::;> Pink - lan",ng BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED -" <:;-, J /' /~:?: /'/1 ' .,.' ,:.--'/ I' / ~ , ~'.' " ) .'.. (, . I. '.' '. I (. , J-/' ._,..-....' -- ',t -.- ..:;,..~.J.'>&'/ - _~ ,'--1 w'. 'j../ K " / / A /1 /'} /'" ,./ "/ K'/ /.. (,- ...::...._~' ",-",d" '-_~(_,'_'I'~" J;,~\ 1...." ) <~.':?,t......../. The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed ~t: ! I-J t:::: 0"1 ,/"e ..--:---./~ / } L I., I .}.....t-...'- I If/ . ",,/ ,?f i / / //Z,tl-<]..( '\I,.; A~. .....{J ~" 'fI.... \_.,.. _' " ! " .. -' "--, "' j' ("J / "'-",,> Accepted x Accepted With Corrections Denied Reviewed By: 1YJIif) Date: ~- 7-os Comments: . See Reverse"Side for Additional Information! .. See Attachments: 1) Grading Plan, 2) Erosion Control Measures "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." TO: John Messenbrink Messenbrink Construction FROM: Steve Albrecht, City Engineer DATE: Friday, May 27,2005 RE: Building Permit Lot 1, Block 1 Creekside Estates The building permit survey for the above referenced lot is incomplete and does not meet the minimum information requirements for review. The following items are missing and must be shown on the survey: 1) Existing street, curb, retaining wall elevation information 2) Existing lot grade and information (lot corner and spot elevations) 3) Proposed building finished floor, lowest opening and exterior grade information 4) Proposed drainage patterns 5) Proposed parking lot and sidewalk locations, elevations and grades Without the above information the City cannot adequately review the permit application. Please submit a revised survey that includes the required information. Please contact Nathan Briese at 952- 447-9837 if you have any questions regarding these requirements. C:\WINDOWS\Temporary Intemet Files\OLK52A4\bp memo 52705.doc OWNER ~::~I',/~'- TIME SCHEDULED ~_ fr~,y-?:V/X ;LvC~ ., /' CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /ts-~ PHONE NO. PERMIT NO. s-"'~jYo o FOOTING o FOUNDATION o FRAMING o INSUL6. TION ~AL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPL6.CE RI o FIREPL6.CE FINAL o GASLlNE AIR TST o COMMENTS: / A : ~ / / '/l d4 1;Clr- I Ff- /' ~ ~/ SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INS/</OTl N~ /~90 ~~'%'7C-/ os-- fit? CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP ....-e--FINAL 0 PLUMBING FINAL o SITE INSPECTION. .--=: IIE7R~ COMMENTS: ~~776n o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST ~/ c. ~r:"'e< ' 7t /~ /'.. ~@ .;;~~{>T~~~;;~ ;:~ C//P ~Ared~r- o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED .Af()RRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: t,~ -' Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. I_OT! CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS /b)~ ~~~.,,/ CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING ~NDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL $~ X7' 0/ ~ 5 ~ ';-PO o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: ~~J~qflY tj;~~~M~ @ ~ 'c?c, ~RK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED R REINSPECTION BEFORE COVERING Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Inspector: /NINOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /6S.2o OWNER DATE ~ SCHEDULED ~~~ 7/",,,, ?'d '/.-'7 rl CONTR. PHONE NO. PERMIT NO. L'S- - tffO ~OTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: . i -- '} / ~/e~<? ;' c(/iq.f-l 2/' ~or -- /-;4; :: ' /~ / ~.....s ~ f/.e;f- _ e b ...,r ,~ (;? :,.z' 0(" C, ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING '0'_ ~...--- Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSIIOTl DATE ~ p!7cr:r /6 s~ %,,~C/, ~ /..~7 C.f- PERMIT NO. ~) - ~,pO CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. o FOOTING ~UNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ~-.J,n't'''' i2. c:l~h / o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o U/..//s; ~. ,,/J, " ~~/'l //,,00 Ten?, ~ ~ ,; c3{~ Ii r 4' (../ J"1 ~;, c ,;... /e -- ?ORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: #~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETYI rH7/ DATE ~ ?//~- /bS-.20.fr~YV':/7 &' CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER PHONE NO. PERMIT NO. o 829TING ~UNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL CJS- ypo o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~~~~ ~ / g S- ;r r. C;;; ~' CJ!l., t?.r?/V f/;,OY ~4// ~J~&h &-- O~/6//b+ /?4~/$ t-; /2~ 6'2'/ COMMENT~ /' ~ ~<../Kd4' 770-1.. / ~t:2c./n / cP/1 <: V --r e.- o WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED '0 CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. lNSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ._----~--""--"'-~---""----...........~------,...._~...,.-.>_....,~~.."""..,.,.._,.-.~~- DATE CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS fb <;7.. c; OWNER PHONE NO. ~OTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: f::/r;/~~ \'1:;:;; cfJt7 ~ /' 7 -# I- r ~ ACk /-7 ./~cls ~j-S'~d g ~;z-:<;v~ ~/j ~I /2" ~ ~ g~::'7" If?' &'~ t.-. y/ u/c o WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED h'CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INSNOTI PHONE NO. ~"Z -? ((J>) SCHEDULED ~~ ~<?~~V; '/:,k ~ CONTR.' ~ PERMIT NO. ~- - r-/"O CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /61.S':20 OWNER ~~ING ~~~~DATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o G-I E.. o WORK SATISFACTORY, PROCEED ;d'CORRECT ACTION AND PROCEED ( ;, c~cr~ FOR REINSPEcr,OH BEFORE COVER'NG Inspector: Owner/Contr: . CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNon CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /bS--20 OWNER ~ DATE TIME SCHEDULED ~~r' ~~~V',~ ~V C~ / CONTR. PERMIT NO. aJ - ~rO PHONE NO. A'FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~ENTS: ~ i' '~ ~ rJ-S/4;. ~- :[~. ~ e2- C t!' ~ t";e-.,t' ",- ...... y., "'"" / ~~ L- ' o WORK SATISFACTORY, PROCEED MORRECT ACTION AND PROCEED / ~ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI ADDRESS /6s~ /~ ~ DATE TIME SCHEDULED ~~ ~ ~q~,-,"; ~ c,c CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. ~OTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. as- -f/'yo o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~k- ~-ke o WORK SATISFACTORY, PROCEED /' ~ORRECT ACTION AND PROCEED Lb~/ o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOT/ DATE TIME ~~- 7/-?/I'f'LJ>/ ~/7- t'-r: CONTR. ~ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS /b--S:2 D OWNER PHONE NO. PERMIT NO. ~TING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL tZ-- ~dO o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o CO~NTS. /_ ,k-,,:"-'r/ ~7l6 #~~ - /~ @ 6;:',r~ _.r_. -I-- ~~-- o WORK SATISFACTORY, PROCEED o RRECT ACTION AND PROCEED ORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI