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Building Permit 09. 0765 + cont 754 993 999 1032 1020
Page of d R A11 N cmt -dson 4/07 I NTE RTEC Daily Soil Observation Notes Project No.: &- 635 '7 Date: �� Report No.: Project Name: s /®erciC Project Location: f 5 ,-r Client: .--Fi.1 Temp/Weather: 7D°/ LiVd-V Project Manager: n -icetlse -vi Time Arrived: Departed: Soil Observation Areas Observed: ( Building Pad ❑ House Pad ❑ Roadway ❑ Pkng /walks ❑ Footing ❑ Proof Roll ❑ Other (describe) Soil report available? E 1es ❑ No Report reviewed? E - Yes 0 No Report prepared by: erz.u,q Get copy Benchmark: by Lfoyls Benchmark elevation: ZI Benchmark provided by: h/ora<1 Finish floor elevation: `230.75 Bottom of footing elevation: `)•24.7 Bottom of excavation elevation: `3ZZ / - 7Z4 Approved plans available? a/VW/ Specified compaction: 5j % Fill source: 04,r/ sera Oversizing appears adequate? ❑ NA 3 s ❑ No Soils observed agree with Soils report? -Yes ❑ No Soils appear adequate for design loads? es 0 No Proposed project bearing capacity (psf): ,4, Contractor notified of results? Q ❑ No Name of person notified: lets ..-1Zi a Was a copy of this report left on site? ❑ Yes E -tdo If so, whom was it submitted to? N L Imil 1 O FF— G Is ' o• . , I >. Nommommoismo' ---- ttiamonrownilanaimmos ' aminuommiiiimalunranwspr:desimmumnimmmasi , 4" " ' 4 4g/414- IP ZIIRNIIIIIINIMIIIIILIVMIWIIIIIIIIIIIIIITMZBEIIIIIIIIIIIIIIIIIMEIIMIIIIIIIIII Notes /Comments: 1 ( I II 1 ' ' i 6' '" , Imo, / ,�° � 3 QIL l ' 1 =0 - 0 , j44 sfl te t 1 t s /c roW!'217 .type at.... . , . ,t . ?4 j ' ` / Performed By >< -- _!i`So' Reviewed By: Ir• Date: (03 q This is a preliminary ' po ' and is provided solely as ev' -.ence that field observations and /or testing was performed. Observations and /or conclusions and /or recommendations . onv yed in the final report may vary from, and shall take precedence over, those indicated in a preliminary report. • Providing engineering and environmental solutions since 1957 Page of BRAUN -din 4: I NTE RTEC Daily Field Notes Project No.: 'V L "0 - o 50 (g)_1N Dote: 1 1 - sl 1 Report No.: p Project Name: (OcI CrO5foc... t° kS v" 4iMi - Project Location: StII C LGX-C, / /AIN Client: -f ` ` CD. n,� \ Temp/Weather: (0D /SuI Project Manager: ,SaM.t.S c� 0. (h.U,(,\5o i\ Time Arrived: Departed: � : �'�a,» >. ._�. a±; �:s,.. ,i,..�;N ,�... �":, .�. }Naz.,x, ....°E ' %N , ,.+a�:���`..,. Compaction Testing 0 Concrete Testing 0 Cylinder Pickup 0 Proctor Pickup 0 Masonry Pickup O DCP 0 Other (describe) ?,. �:?a�' F � �,.... .�D Ling u'� ,... � ..., e,..., : .._ a � ....t.. Areas Tested: 0 Mass Grading 0 Building Pad 0 Wall Backfill Slab Subgrade O Parking/Walks 0 Utilities O Roadways 0 Bituminous 0 Other (describe) Method: IN Nuclear 0 Sandcone # of tests: 5 I Fill Source: 0 On -site 0 Imported Tests taken met specification? r,21 Yes 0 No 0 Waiting on Proctor results? Contractor notified of test results? 14 Yes 0 No Name of person notified: (,J Testing . Areas Tested: 0 Footing 0 Slab on Grade 0 Deck 0 Columns /Piers 0 Walls 0 Pile Cap /Pile Fill 0 Pavement 0 Curb & Gutter 0 Other (describe) No. of placements: I Yards per placement: Method of placement: Set # Cylinder Size Air % Slump Temp Mix Supplier Spec. Strength Workorder # Contractor notified of test results? 0 Yes 0 No, Name of person notified: Overall Remarks/Comments , lair any concerns, problems or unusua occurrences Was everything available to test /observe? 0 Yes 0 No Were there any delays? (Explain below if yes) 0 Yes 0 No Was a copy of this report left on site? u_ 0 Yes 0 rr No If so, whom was it submitted to: Comments: Tess' apt°, OA Soul`► end Q6' pfo\GC d� \ \�Q 1-'3\''''"*" 41P So :1 u > ex c o io ,� � a nd mplALA.A. f v J Performed By: , Reviewed by: OS Date: 7 io This is a preliminary report and)/ provided solely • evid- e that field observations and /or testing was performed. Observations and /or conclu ion and /or recommendations co /yed in the final r- port vary from, and shall take precedence, over those indicated in a preliminary report. • Providing engineering and environmental solutions since 1957 BRAUN Page of I NTE RTEC Daily Field Notes Project No.: ,,B L `Ot - OSd6ya Date: `"l / lq Report No.: Project Name: fCa1 ∎054 C .(6K.ti1o.c.+ a AQi \Or IfW14A- Project Location: Pr 6 ( 1.)4//41-1-d0 Client: F T 14 co. 1 Temp/Weather: re0 /s OC Project Manager: � \i/S c�Q,(Y ■)e,1 Dn Time Arrived: Departed: pra ^"� 'Y t t� ' x a. t ig Compaction Testing O Concrete Testing 0 Cylinder Pickup 0 Proctor Pickup 0 Masonry Pickup O DCP 0 Other (describe) sitylesti Areas Tested: 0 Mass Grading 0 Building Pad 0 Wall Backfill Slab Subgrade O Parking/Walks O Utilities 0 Roadways 0 Bituminous 0 Other (describe) Method: A Nuclear 0 Sandcone # of tests: S I Fill Source: ,(25.0n-site 0 Imported Tests taken met specification? Yes 0 No 0 Waiting on Proctor results? Contractor notified of test results? JXI Yes 0 No Name of person notified: cues C oncrete Testing Information , ? ,. � 2.., Areas Tested: 0 Footing 0 Slab on Grade 0 Deck 0 Columns /Piers 0 Walls O Pile Cap /Pile Fill 0 Pavement 0 Curb & Gutter 0 Other (describe) No. of placements: I Yards per placement: I Method of placement: Set # Cylinder Size Air % Slump Temp Mix Supplier Spec. Strength Workorder # Contractor notified of test results? 0 Yes 0 No, Name of person notified: Overall Remarks/Comments , (Expip,n my concerns, problems err unusual occurrences) Was everything available to test /observe? V Yes 0 No Were there any delays? (Explain below if yes) 0 Yes 0 No Was a copy of this report _ _ left on site? 0 Yes 0 No If so, whom was it submitted to: Comments: pP,��j f III a 1 � � hsi J q 0 /l Cl/NGA W J s0 :1 yJ0.s e� -{4 Ckt . 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FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1 -2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAME: SHIP TO: (DO NOT USE A P.O. BOX) PRIOR LAKE FIRE DEPT. Company Address AUTHO - • D FIRE DE ° . SIGNATURE City/St/Zip Attention of: f • j / ORDERED BY: DATES 12 1 0 Company� INSTALLATION ADDRESS Address �°G-4r PO A 4 Z - REQUIRED BY FIRE DEPT. ddress 2919 - ATTACH UST IF MORE ROOM IS N ED City/St/Zip u SJIc.L,e- ( j Q tJ . C.a.aSI'caios Name & Ph it C. ‘3 6I2 °343-lici z .ea � L M r.1 T 3Z'Z- ORDER FORM - Payment must be submitted with order MAIL TO: DAMA - MP INC. ITEM QTY . PRICE TOTAL P.O. BOX 47824 S2- SURFACE MOUNT (NO MTG KIT OPTION AVAILABLE) $112.00 PLYMOUTH. MINN. S3- SURFACE MOUNT $136.00 55447 S3- SURFACE MOUNT W/TAMPER SWITCHES $173.00 R3- RECESSED MOUNT $165.00 763 - 559 -3660 R3- RECESSED MOUNT WFTAMPER SWITCH $191.00 MOUNTING KIT (OPTIONAL FOR S3 & R3 MODELS ONLY) $63.00 SUB TOTAL SHIPPING AND PROCESSING CHG. $1 0.00 SUB TOTAL WITH SHIPPING CHG. MINNESOTA SALES TAX= 6.875% TOTAL AMOUNT ENCLOSED WHITE & YELLOW COPY: 3END TO DAMA PINK COPY: FOR CUSTOMER r EFH CO. (Phone) 952 - 890 -6450 2999 W. County Road 42, Suite 206, Burnsville, MN 55306 (Fax) 952 - 890 -5476 TRANSMITTAL TO: Bob Hutchins DATE: 09/09/09 City of Prior Lake JOB NO.: 09 -55 4646 Dakota Street S.E. ARCH NO.: Prior Lake , MN 55372 -1714 TRAN NO.: 0005 FROM: Jim Schultz TO PHONE: 952 - 447 -9800 Construction Manager TO FAX: 952 - 447 -4263 PROJECT: Crossroad of Prior Lake SENT VIA: Hand Delivery COPIES: DATED: DESCRIPTION: 3 SETS Footing and Foundation Package to included Architectural and Structural 3 SETS Civil Drwaings 3 Each Alta Survey Certificate 1 Soils report 1 Signed Special Inspection report ACTION: For your review REMARKS: Bob, I have sumbitted these plans to Met Councial for review and processing. Our intention is to start footing and foundation with in the next two weeks, we will start the utilties and retaing walls next week. Should have any questions or need more information please cntact me. DISTRIBUTION COPIES I SENT VIA / / By: .L_Ird Jim Schultz File v ■ Geotechnical Evaluation Report Proposed Commercial Development 6880 Boudin Street NE Prior Lake, Minnesota Prepared for EFH Company i Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. � ;tp� * L. M 5r. swsas } athan L. McKinney, PE'i nth- Project Engineer u n oPr C;;�j,,.;.��ALT A License Number: 45791 c .I►a EN IN:;.E't December 16, 2008 �•., , o. 73- i Y, ,, ► X 04,7 Protect BL -08 -05064 Braun Intertec Corporation • • o o 5. Braun lnlarlee Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 ( Minneapolis, MN 55438 Web: braunlntenec.com BRAUN INTERTEC December 16, 2008 Project BL -08 -05064 Mr. Lee Monson EFH Company ' ,• 2999 West County Road 42, Suite 206 Burnsville, MN 55306 Re: Geotechnical Evaluation Proposed Commercial Development 6880 Boudin Street NE Prior Lake, Minnesota Dear Mr. Monson: We are pleased to present this Geotechnical Evaluation Report for the proposed commercial development in Prior Lake, Minnesota. Our evaluation was completed in general accordance with our Proposal dated November 7, 2008. The purpose of this geotechnical evaluation is to obtain subsurface sail and groundwater information to aid in providing geotechnical recommendations for building pad preparation, foundation design and support of exterior slabs and pavements. Our results and recommendations are presented in the attached report. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call Nate McKinney at 952.995.2228 or Greg Bialon at 952.995.2380. Sincerely, 1 BRAUN 1NTERTEC CORPORATION Nathan L. McKinney, PE Project Engineer Grego 1ai4 Principal ` :ineer c: Mr. Mike Whalen, EFH Company GeoRpt - Commercial Development • Celebrating 50 years of growth through service and trust Table of Contents Description Page A. Introduction 1 A.1. Project Description - 1 A.2. Purpose 1 A.3. Background Information and Reference Documents 1 A.4. Scope of Services . 1 B. Results 2 B.1. Exploration Logs 2 • B.1.a. Log of Boring Sheets 2 B.1.b. Geologic Origins - 2 B.2. Geologic Profile 3 8.3. Groundwater 3 B.4. Laboratory Test Results 3 C. Basis for Recommendations 4 C.1. Design Details 4 - C.1.a. Building Structures 4 C.1.b. Pavements and Traffic Loads 4 C.1.c. Anticipated Grade Changes 4 C.1.d. Precautions Regarding Changed Information 4 C.2. Design Considerations 5 D. Recommendations .5 D.1. Building Subgrade Preparation 5 • D.1.a. Excavations 5 D.1.b. Excavation Support 6 D.1.c. Selecting Excavation Backfill and Additional Required Fill 6 O.1.d.. Placement and Compaction of Backfill and Fill 6 D.2. Spread Footings 6 D.2.a. Embedment Depth 6 D.2.b. Net Allowable Bearing Pressure 7 D.2.c. Settlement D.3. Interior Slabs 7 D.3.a. Subgrade Modulus 7 D.3.b. Moisture Vapor Protection 7 D.4. Exterior Slabs 8 �.: D.S. Pavements . ..9 0.5.a. Pavement Subgrade Preparation 9 D.5.b. Subgrade Proof -Roll .10 ` D.5.c. Design Sections 10 D.5.d. Materials and Compaction .11 t Table of Contents (continued) Description Page D.6. Utilities 11 D.6.a. Subgrade Stabilization 11 D.6.b. Selection, Placement and Compaction of Backfill 11 D.7. Underground Tanks 12 D.8. Construction Quality Control 12 D.8.a. Excavation Observations 12 D.8.b. Materials Testing 12 D.8.c. Pavement Subgrade Proof -Roll 12 D.8.d. Cold Weather Precautions 13 • E. Procedures 13 E.1. Penetration Test Borings 13 E.Z. Material Classification and Testing 13 E.2.a. Visual and Manual Classification 13 E.2.b. Laboratory Testing 13 E.3. Groundwater Measurements 13 F. Qualifications 14 F.1. Variations in Subsurface Conditions 14 F.1.a. Material Strata 14 F.1.b. Groundwater Levels 14 . , F.2. Continuity of Professional Responsibility 14 F.2.a. Plan Review 14 F.2.b. Construction Observations and Testing 15 F.3. Use of Report 15 F.4. Standard of Care 15 Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 through ST -7 Descriptive Terminology BRAUN INTERTEC A. Introduction A.1. Project Description We understand this project will consist of the demolition of several existing buildings and construction of a new gas station with a car wash. An additional retail building is also being considered adjacent to the gas station. A.2. Purpose The purpose of this geotechnical evaluation is to obtain subsurface soil and groundwater information to aid in providing geotechnical recommendations for building pad preparation, foundation design and support of exterior slabs and pavements. A.3. Background Information and Reference Documents To facilitate our evaluation, we were provided with a proposed site plan that indicated the locations of the proposed gas station, car wash and fuel pumps as well as the adjacent retail building and paved areas. The plan also indicated the locations of the existing structures on -site and the existing topography. We were told the . existing hill in the area of the proposed gas station will be lowered during grading of the site. A.4. Scope of Services Our scope of services for this project was originally submitted as a Proposal for Geotechnical Evaluation on November 7, 2008. We received authorization to proceed from you on November 17, 2008. Tasks performed in accordance with our authorized scope of services included: • Staking and coordinating the clearing of exploration locations of underground utilities. • Performing 7 penetration test borings to depths of 15 to 30 feet below grade. • Performing laboratory moisture content and gradation tests on selected penetration test samples. l - EFH Company Project BL -08 -05064 December 16, 2008 Page 2 • Preparing this report containing a CAD sketch, exploration logs, a summary of the geologic materials encountered, results of laboratory tests, and recommendations for structure subgrade preparation and the design of foundations, floor slabs, utilities and pavements. Exploration locations and surface elevations at the exploration locations were determined using GPS '(Global Positioning System) technology that utilized the Minnesota Department of Transportation's permanent GPS Virtual Reference Network (VRN). We also referenced the top nut of the hydrant in the southwest quadrant of Boudin Street and Park Drive determining the elevation to be 931.9. We recommend a surveyor confirm the elevation of this reference point. B. Results B.1. Exploration Logs • B.1.a. Log of Boring Sheets Log of Boring sheets for our penetration test borings are included in the Appendix. The logs identify and • describe the geologic materials that were penetrated; and present the results of penetration resistance tests performed within them, laboratory tests performed on penetration test samples retrieved from them, and groundwater measurements. Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings. Because sampling was not performed continuously, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may • also occur as gradual rather than abrupt transitions. B.1.b. Geologic Origins Geologic origins assigned to the materials shown on the Togs and referenced within this report were based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. BRAUN INTERTEC EFH Company Project BL -08 -05064 December 16, 2008 Page 3 B.2. Geologic Profile The borings generally encountered a layer of surficial topsoil or pavement overlying glacially- deposited sand and clay to the boring termination depths. The exception was Boring ST-5 where clay fill was encountered to a depth of about 4 feet below grade. The topsoil ranged in thickness from about Y: to 2 feet and generally consisted of sandy lean clay that was non- to slightly organic. The pavement typically consisted of about 3'h to 43i inches of bituminous over about 2 to 6 Inches of aggregate base. The underlying glacial sand consisted of poorly graded sand, poorly graded sand with silt, silty sand and silty clayey sand. Penetration resistances in the glacial sand ranged from 7 blows per foot (BPF) to 50 blows In 5 inches, indicating loose to very dense relative densities, with the average being medium dense. The underlying glacial clay consisted of lean clay and sandy lean clay. Penetration resistances in the glacial clay ranged from 5 to 24 BPF, indicating rather soft to very stiff consistencies. B.3. Groundwater Groundwater was not observed as our borings were advanced to depths of about 15 to 25 feet below grade. Based an the moisture contents of the soils encountered, it appears that groundwater was below the depths explored at the time of our evaluation. Seasonal and annual fluctuations of groundwater, however, should be anticipated. B.4. Laboratory Test Results We performed laboratory moisture content tests on some of the samples retrieved from the softer clays and from the sands in the hill that will be lowered. The moisture contents of the clay samples ranged from 18 to 28 percent, indicating the samples are generally near to wet of their estimated optimum moisture content. The moisture content of the sand samples ranged from 3 to 4 percent, indicating the samples are generally dry of their estimated optimum moisture content. We also washed some of the sand samples retrieved from the hill that will be lowered through a number 200 sieve. The percent of material by weight passing the number 200 sieve was about 41/2 which places the material in the Poorly Graded Sand group of the Unified Soil Classification System. BRAUN INTERTEC EFH Company Project BL -08 -05064 December 16, 2008 Page 4 C. Basis for Recommendations C.1. Design Details C.1.a. Building Structures We understand a gas station with associated car wash will be constructed along with a one -story retail structure. The floor slabs of the buildings are proposed to be near elevation 931. Since structural • drawings have not been completed yet, we have assumed based on similar buildings, that column loads will not exceed 100 kips (100,000 pounds) and bearing wall loads will not exceed 5 kips per linear foot. C.1.b. Pavements and Traffic Loads Anticipated traffic loads are not available at this time. Based on similar projects, we have assumed that the pavements for the gas station will be subjected to 200,000 equivalent 18 -kip single axle loads (ESALs) over an assumed design life of 20 years. If the traffic on the proposed retail stores pavement will be kept separate from the gas station, we assume light -duty pavements will be subjected to no more than 50,000 ESALs and heavy -duty pavements will be subjected to no more than 100,000 ESAIs over an assumed design life of 20 years. C.1.c. Anticipated Grade Changes The existing topography near the gas station indicates the hill in this area will be cut down approximately 13 feet to get to proposed floor slab grade. In the area of the proposed retail store, both cuts and fills on the order of 5 feet are anticipated to get to floor slab grade. C.1.d. Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. • BRAUN INTERTEC EFH Company Project BL -08 -05064 December 16, 2008 Page 5 C.2. Design Considerations It is our opinion that the topsoil, pavements and existing fill are not suitable for support of the proposed structures. The existing fill could contain or conceal voids or compressible materials that are not accounted for in our analysis. In addition, the existing structures and existing utilities should be removed from the proposed building pads. D. Recommendations D.1. Building Subgrade Preparation D.1.a. Excavations We recommend removing the pavements, topsoil, existing fill as well as existing structures and existing utilities from the proposed building pads. Anticipated excavation depths and bottom elevations at each of the borings are shown below in Table 1. Table 1. Excavation Depths and Bottom Elevations Anticipated Excavation Depth Corresponding Location Surface Elevation (ft) Bottom Elevation ST -1 931.3 1 9301/2 ST -2 930.4 2 928 ST-3 930.2 Paved Area ST -4 927.9 Paved Area ST-5 926.7 4 9221/2 ST-6 929.5 1 9281/2 ST-7 943.2 1/2 9421/2 Excavation depths will vary between the borings. Portions of the excavations may also be deeper than indicated by the borings. Contractors should also be prepared to extend excavations in wet or fine - grained soils to remove disturbed bottom soils. To provide lateral support to replacement backfill, additional required fill and the structural loads they will support, we recommend oversizing (widening) the excavations 1 foot horizontally beyond the outer edges of the building perimeter footings for each foot the excavations extend below bottom -of- footing elevations. BRAUN INTERTEC EFH Company Project BL -08 -05064 December 16, 2008 Page 6. D.1.b. Excavation Support The soils encountered by the borings consisted of both sands and clays, which are Type C and Type B soils, respectively, under OSHA guidelines. Unsupported excavations less than 20 feet in the Type C soils should therefore be maintained at a gradient no steeper than 1 W1 (horizontal:vertical). Unsupported excavations in the Type 13 soils should be maintained at a gradient no steeper than 1:1. In the event there is insufficient room to slope excavations, or if the excavations are exposed to surcharges, temporary shoring may be required. D.1.c. Selecting Excavation Backfill and Additional Required Fill On -site soils free of organic soil and debris can be considered for reuse as backfill and 1111. The clayey soils, however, being fine- grained, will be more difficult to compact if wet or allowed to become wet, or if spread and compacted over wet surfaces. The clean sands on the hill at Boring ST-7 are a suitable material for backfill and fill, but may be dry of their estimated optimum moisture content and would likely required the addition of water to achieve the required compaction. r } Imported material needed to replace excavation spoils or balance cut and fill quantities, may consist of debris -free, non - organic mineral soil. D.1.d. Placement and Compaction of Backfill and Fill We recommend spreading backfill and fill in loose lifts of approximately 6 to 12 inches. We recommend compacting backfill and fill in accordance with the criteria presented below in Table 2. • Table 2. Compaction Recommendations Summary Relative Compaction, percent Moisture Content Variance from Reference (ASTM D 698 — standard Proctor) Optimum, percents a points Below foundations 98 -1 to +3 Below slabs 95 -1 to +3 Below landscaped surfaces 90 NA D.2. Spread Footings j D.2.a. Embedment Depth For frost protection, we recommend embedding perimeter footings at least 42 inches below the lowest exterior grade. Interior footings may be placed directly below heated floor slabs. We recommend embedding building footings not heated during winter construction, and other unheated footings associated with canopies, stoops or sidewalks at least 60 inches below the lowest exterior grade. BRAUN INTERTEC EFH Company Protect BL -08 -05064 December 16, 2008 Page 7 D.2.b. Net Allowable Bearing Pressure We recommend sizing spread footings to exert a net allowable bearing pressure up to 4,000 pounds per square foot (psf), including all transient loads. This value includes a safety factor of at least 3.0 with regard to bearing capacity failure. D.2.c. Settlement We estimate that total and differential settlements among the footings will amount to less than 1 and 1/2 inch, respectively, under the assumed loads. D.3. Interior Slabs D.3.a. Subgrade Modulus • We anticipate the soils underlying the gas station and car wash floor slabs will primarily consist of clean sands. The borings performed for the retail structure indicate fill will be required, which we anticipate will come from the on -site hill containing clean sands. For a floor slab subgrade consisting of clean sands, we recommend using a modulus of subgrade reaction, k, of 200 pounds per square inch per Inch of { deflection (pc!) to design the slabs. If an alternate fill material is used, this k -value should be reevaluated. D.3.b. Moisture Vapor Protection Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or mold to form under floor coverings. We recommend placing a vapor retarder or vapor barrier below slabs where floor coverings or coatings less permeable than concrete will be used, or if moisture is a concern. We recommend placing the vapor retarder or barrier directly below the concrete. To help limit concrete shrinkage and curling, we also recommend: • Using the largest maximum aggregate size and /or coarse aggregate as possible. • Using the lowest practical slump and limiting the use of retempering water. ■ Using the lowest necessary cement content to reduce top -to -bottom moisture differentials. • Carefully curing the concrete. BRAUN �. INTERTEC DATE TIME DATE TIME CITY OF PRIOR LAKE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED S 2 ► ( O INSPECTION NOTICE SCHEDULED 2t O ADDRESS I n, 8!8 � ( A } ADDRESS &880 !RIF OWNER CONTR. // OWNER CONTR. Cj // PHONE NO, PERMIT NO. �o� PHONE NO. PERMIT NO. / � C.t - ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT 0 FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TSTFINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTIO ❑ MECH FINAL ❑ I ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS : COMMENTS : I , i i ❑ WORK SATISFACTORY, PROCEED ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE , CALL 4474850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE . CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! 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MC3 O L c cd= 0) E co c E � _ = a) O O 'O •� C �l O LZ 0. y- mwa so(� 0 momm ' >cz a) CD 4mmmm (n a WEEN sic �- } xL) ani \ ~ (�- CZ > 0 . s QQO o Z !. � f C: a) • — > 1— .� ° CZ � 0 cyj co cn (d a immiy O L.. -p 4) a C 'a p 'S� Qp ip � W O � � Q += L � D E o m o v Z CL te a, C: aQ U ` � o o- ° � WEEMEr -° CD pmmu � co Q mc: >� S J civ o y CU > i (D 0 a) .Q d 0. mommo co mmc Sam cz CO a) ° O C Q a > a°i _ Lmo co ai > — mo cU Q `� O � oO ° C: czcz CDov0 p Wa prt.� L oV� > co 0 ZEM 0 Z Q U C L C ' L 0 U W p) C 0 coF > ' _ J aC c 0 c MOMMINcn mc: . _ N tip,I<E m a � 0 >% C Q O Qmammonm :3 MAMMON a) C3) SOMME �z w as a ami aa) E �^ ° E0 � c w° a a) a U > E MEMO � o � 2 -E � tr� Z Q Hco Q 0 ~ Uc� ao Detailed Activity Report 2111t201000: 00 - 2/ 11 /201023: 59 EFF COMPANY - BOUDIN CROSSING LLC 6680 BOUDIN AVENUE PRIOR LAKE, MN 55372 Transmitter ID# 457040 Date Event / Operator Action Initials/User Signal Area Point t�oint d�escr_ iptior} Comw ment 02/11 / 10 04:29: 11AM 20 a TIMER TEST RP 02/11 /10 10:42: 35AM Veri y Passcode/PIN M05 RHODA, BRAC' 02;11 /10 10:43:01AM *T Place on Test M05 On Test by Installer - Expires: Feb 'I1 2010 2:42PM 02/11110 10:45: 49AM *T 373 - FIRE TROUBLE FT 1 3 GATE VALVE & PIV 02/11 /10 10 :45: 54AM *T 2000 - RES TORE FR 1 3 GATE VALVE & PIV 02/11 /10 10:46:47AM *T 373 - FIRE TROUBLE FT 1 2 PANEL SMOKE 02/11 /10 10:46:4MM *T 373 - FIRE TROUBLE FT 1 4 PANEL PULL 02/11110 10:46:49AM *T 2000 - RESTORE FP, 1 2 PANEL SMOKE 02/11110 10:54:01AM 'T 2000 - RESTORE FR 1 4 PANEL PULL z 02/11 /10 10:55:25AM *T 110 - FIRE FA 1 4 PANEL PULL 02/11 /10 10: 65:27AM *T 2000 - RESTORE FR 4 PANEL PULL 02111 /10 10:55 :27AM 'T 2000 - RESTORE User 0 XI 1 Relay#: 2 02/11 /10 10:57 :49AM *T 373 - FIRE TROUBLE FT 1 1 WATER FLOL"J 02/11 /10 11 : 01 :26AM 7 2000 - RESTORE_ FR 1 1 WATER FLOW i 02/11110 11 :05:42AM `T 373 - FIRE TROUBLE FT 1 3 GATE VALVE & PIV 02111110 11 : 10:24LAM *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 021/ 1110 11 : 10:26AM *T 373 - FIRE TROUBLE FT 1 3 GATE VALVE & PIV 021'11110 '1 :101:28AM *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02111 !10 11 : 11 : 17AM *T 373 - FIRE TROUBLE FT 1 3 GATE VALVE & PIV 02/11 /10 11 : 12 :24AM *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02/ 11 /10 11 : 13 : 14AM *T 200 - SUPERVISORY FS 1 3 GATE VALVE & PIV 02/11 /10 11 : 14 : 08AM *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02/11110 11 : 14 : 10F.M "T 200 - SUPERVISORY FS I 3 GATE VALVE & PIV 012/11 / 10 11 : 14: 10AP11 'T 2900 - RESTORE User 0 Xi i Relay#: 2 02/11 /10 -11 : 15:03AM *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02/11110 11 : 15:05AM *T 2000 - RESTORE User 0 XI i Relay#: 2 02/11 /10 11 : 17: 14AM *T 200 - SUPERVISORY FS 1 3 GATE VALVE & FIV 02/11 /10 11 : 18:02AM `T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 10: 17: 16AM 2/15/2010 Page "i of 3 Detailed Activity Report 21111201000: 00 - 2/ 111201023: 59 EFH COMPANY » BOUDIIS CROSSING LLC 6880 SOUDIN AVENUE PRIOR LAKE, MN 65372 i Transmitter IG# 457040 [late Event 1 Operator Action Initials/User Si nal Area Point Point Description Comment 02/11 /10 11 : 18:04AM *T 110 - FIRE FA 1 4 PANEL PULL 02/11 /10 11 : 18 :06AM *T 2000 - RESTORE User 0 X( 1 Relay#: 2 02/11 / 10 11 : 18 : 07AM *T 2000 - RESTORE FR 1 4 PANEL PULL 02111 / 10 11 :21 :57AM *T 110 - FIRE FA 2 PANEL SMOKE 4 02/11 /10 11 :22 : 53AM *T 2000 - RESTORE FR 1 2 PANEL SMOKE 02/11110 11 :22: 55AM *T 2000 - RESTORE User 0 XI 1 Relay#: 2 02/ 11 /10 11 :25:47AM *T 110 - FIRE FA 1 1 WATER FLOW 02/ 11110 11 : 25:49AM *T 2000 - RESTORE FR 1 1 WATER FLOVV 02/11110 11 :25:51 AM *T 2000 - RESTORE User 0 XI I Relay#: 2 02/11110 11 :27 : 29AM *T 110 - FIRE FA 1 i WATER FI.O`�1 02.111110 11 :28416AM *T 2000 - RESTORE F '.R 1 i WATER FLOW 02/11110 11 :28:20AM 'T 2000 - RESTORE User 0 XI 1 Relay#: 2 02111110 11 : 32:33AM Verify Passeode/PIN M05 RHODA , BRAD 02.111110 11 : 33: 17AM *T Clear Test M 0 5 02/11110 11 :35 :57AM of 10 - FIRE FA 1 1 VIVATI ER FLOW 02/11 /10 11 :36:05AM Operator Accessed 997 02/11 /10 11 :36: 47AM Call (,952) 445- 1411 - 997 02/11 /10 11 :38:09AM Cali (952) 445-1411 -Dispatch 997 SCOTT COUNTY fd# 6 Ai,thorities 02/11110 11 :38 : 14AM Call (612) 964-9438- 997 02111110 11 :39 :24AM Call (612) 964-9438-Ans 9JO017 WHALEN , MIKE Machine/Voice Mail I 02/ 11110 11 :39: 30AM Call (612) 363-1304- 991 02/11 /10 11 : 39:45AM 2000 - RESTORE FR 1 1 WATER FLOW 02/11 /10 11 : 39:49AM 2000 - RESTORE User 0 X1 1 Relay#° 2 02111 /10 11 :40:50AM Cali (612) 363- 1304-Ans 997 SCHULTZ, JIM MachinelVoice Mail 02111110 11 ;40 : 84AM Call (612) 3644534- 997 02/11 /10 11 :41 :26AM Verify Passeode/PIN M21 RHODA, BRAD 10: 17: 16AM 2/ 1512.010 page 2 of 3 ( Detailed Activity Report 2111 /2010 00: 00 - 2/ 1 112010 23: 59 EFH COMPANY - BQUDIN CROSSING LLC 6880 BOUDIN AVENUE PRIOR LAKE, MN 55372 i i Transmitter ID# 457040 Date Event / Operator Action Initials/User Signal Area Point Point Description Comment 02/111/ 0 11 :41 :41AM Call (612) 3644534-Other 997 HAUGH , LARRY can not be completed as dialed 02111110 11 :42: 12A1v1 Dispatch (Message f>1421 Sent To: 997 457040- DLR BRAD WITECH ID CALLED IN TO T EST ALL 3 HRS, HE IS AWARE i OF FD DISPATCH , HE STD IT VJAS A TEST DLR BRAD WOULD LIKE ALL TEST NOW 3 HRS 02/11 /10 11 :42:50AM Dispatch Message 997 Sent To : M21 thank YOU i �. lFeb )21111 � 11 ;a. 3 : 17A. ,� *T Place on Test 397 On Test by Installer - Expires: Ftb 1 �i 2010 2 :43PM 02/11 /10 11 :44 :22AM Full Cleared 997 02/ 11 /10 1 •l :57:50AM *T 373 _ FIRE TROUBLE FT 1 3 GATE VALVE & PIV 02111 // 0 11 : 57: 53AIv1 *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02/111/ 0 11 : 58:40AM *T 373 - FIRE TROUBLE FT 1 3 GATE VALVE & PIV 4 02111110 11 : 58:42Afv1 *T 2000 - RESTORE FR 1 3 GATE VALVE & PIV 02111110 12: 37:06PM *T 110 - FIRE FA 1 4 PANEL PULL 02111110 12: 37: 10PM *T 110 - FERE FA 1 4 PANEL PULL 02/11110 12 :37: 1oPM *T 110 - FIRE FA 1 d. PANEL PULL 02/11 /10 12:37 : 121-* M *T 2000 - RESTORE FR 1 4 PANEL PULL 02/11110 12 :37 : 12PM *T 2000 - RESTORE FR 1 4 PANEL PULL 02/ 11 /410 12:37 : 14PM *T 2000 - RESTORE FR 1 4 PANEL PULL 02111 /10 12:43:53P11M *T 110 - FIRE FA 1 4 PANEL PULL 02/111 / 0 12 :43:55PM *T 2000 - RESTORE FR 1 4 PANEL PULL 02/11110 12 :45: 11 PM *T 1 .10 - FIRE FA 1 4 PANEL PULL 02/11 /10 12 :45: 415 PM *T 2000 RESTORE User 0 XI 1 Relav#: 1 02/11 /10 12 :46:47PM *T 2000 - RESTORE FR 1 4 PANEL PULL 02/11 / 10 02 :43:OOPM 3923 - EXPIRED TEST Scheduled Date: Feb 11 2010 2 :43PM 10: 1716AM 2115!2010 Page 3 of 3 W a' a' w w � o z g a a c ui � Fz� LO LO LO w o w ¢ < w 0 co CL �' `mO O O O d � Oz U w oa m O O O z z z z 3 0 z z z ❑ ❑ ❑ ❑ w oOQ cn Q0 .6 ❑ ❑ ❑ I..L � .0 •� o gCCO Ww � (D ;t:! Uw73 F � � o o O } F. 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