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Home My WebLink AboutBuilding Permit 99-0097 CITY OF PRIOR LAKE INSPECTION NOTICE SCH..EDUU!D DATE TIME 7-Z1~ ;kr ADDRESS J'~ ~ ~ PHONE NO. OWNER CONTR. PERMIT NO. Cjq-qJ o FOOTING o FOUNDATION ~FRA G I LA TION AL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~lNTS:~ Cln~ h k- ORK SATISFACTORY, PROCEED o CORRECT AC ON A PROCEED , A L FOR REINSPECTION BEFORE COVERING Inspector: CALL 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: CODE UIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTl a4/13/1999 e7;45 &128228888 SAGAT ARCHITECTS PA PAGE Ell 4\1'-. I..: ~I;ii !S . ~ }li. !1.!I ...~-- 61 NW '3>IVl HOItJd II 86~' 3~OJ.SNOI.LVJ.S III ~ ~ I l ~ ~ g . I ~t I~ \!c :J~ \ ClSII !... , ~I ,00-. \0 ! . , D ~ ~. 4iIG1II :lID .". J.V ~ Ql'ftI )( MGICIIS 1l4iI'6 ilQlN1IW a:f'i ,"u..~ ~ ;~ ~0/c0'd 8~9t 0~8 ct9 S3IN~dWOJ ^~aIlOH 8v:tt 666t-~t-~d~ RPR-13-1999 11:48 HOLIDRY COMPRNIES ;. '897 UNIFORM BUIl..DlNG CODE ~' 3 The cgt'llS$-contl'ol device shall be capable af beif18 deacti- \'ar~ by a sisnal from a ,witch I~t~ in an apprQ"ed localion. -:,' '4. /It.n irreversible pl'OCl!:SS that \IIill deactivate the e,~.con~ \UoI dewit:e sluill be initiatc(l whenever a manual fo~e of not more ~d18l115 poundS (66.72~) is applied for two seeoncS$IO dle p~ie ,:, bar Qr other door-lat4:htng ha\'dware. The egrus-coftU'Ol &VIC@ ". shall deactival& within an l{)proved rime period not to ~eeed a ~,lD[al of 1 S seconds. The lime cieta~ established for each egnss<< :;~nU'ol de\liee shall not be field adJUstable. i'. 5. Aeluacion of rhe panic: bar or 0_ door-latching hardware ,.ishall activate an audible sianalllt !be dooC'- :\ 6. The unlatching shall Qat requiN ",ore thaD one operation. ~r;' A sign shall be ptovidrld on me door localed above and wilhin :~12 incheS (305 nun) of the ~ bat' or othec door-latching hatd- -'..~ reading: .- KEEP PUSHING. THIS DOOR WJLL OPEN IN SECONDS. ALAJtM wxu. SOUND. : Slg1'llenerina sball be at leasl 1 inch (25 mm) in height and shall ::'!I&~ a snob of Mt Jess !han 1/8 inch (3.2 mnt). ;,.' Rcgatd\e$S of d1e means of dac.tivation. rtlockil\g of the ',~~ds-conQ'Ol device shan bit by manual means only at the dQOJ. ;:jOO3.3.1.11 SaretJ glasilll ld.eo~tiOD- R.egardless of the . occupant load served, glass doors shall conform to the requiR:- . ments specified. in Section 2A06. . ,1003..3.1 Gale$. ~. lOO3.3.Z-1 (;oem Gales serving a 1t\&IM of egres5 systEm ;~ shall comply with tM requireanent$ of Secnon 1003.3.2. ,.1003.3..2.Z Detailed nquil"U1e.nts. Gatu uscc:l as a colh~tlenr , ~ & means of egreis system shall conform to lhe. appbca1:l1e ,,: req\liranents of Sec:tion 1003.3. J. EXaFI'ION: QIIU SllltUlIhdlDK sl8dlUft)' IIIJ~ be of the hwizan- III sliding or swinEiJlI U'pr: and ml)' exce.4 die A.foot (1 ZI9 mm) mlK- illlum ltat "'idlh linliudoll. . 1013.3.3 Sl:Iairways_ ~ l00J.3.3.1 Gencral. E"'ery suilway bavial two or more riser.; :. lI!3;Ving any building or portion ~f sha.tl comply wilb d\e r. rellDirements of Section 1003.3.3. Fot the puxposes of Section :' 1003.3.3. the rerm "stainuay" shalllnelwle stall'S, Jaudillls, haad- ;, .' rails and ~ardrails as appUc::able. Whe(e aisles in assembly roams I ban $lepS, they sbaJl comply with the n:quiremenrs in Section .- " 1004.3.2. EXamON: Stairs I1t lad. loISCl1 only to ancnd .pl'llt.llt or IlIindolll wells ue nempt fram the ftlqUi~maJIli oFthis lIediSIIL for the purpose af dtls chapter, tbe term "step" shall mean diose portions of the means of ~css achieving a duangt in elevation by l, means of a single riser. Individual StepS shall comply wilh the , " .; detailed requirements of this ~bapcer th:u 5poc:ify applicability 10 ': 0; steps. 'I'~~ , ., ~ ~ : ...... :j~;: ~I . ~~: 4f(~' 1003.33.2 Widda. The \llidtb af sEairways shall be determined as specified in Section 1003.2.3. but such widdl shall not be les$ than 44 ind1es (1118 mnt), Cllcept as specified heMin and in Olapru 11. Stairways serving an Ot,QJPlU1t load k:ss than SO shall not be Jes$ lhan 36 inches (914 mm) in width. Handrails may pcoject into rJ\e ceql.lil'84l width a distance of 3'/Z inches (89 mm) f1:om each sids of I stli1WllY. Stringers and DUlec project1Of1S suc:h as trim an6 ljjmilar decorative reamfCS may project into the required widtl'lll/2 inc:he5 (38 mm) from ~ch side. 612 830 1678 P.03/03 1 DO:'-3.1.' 0 1003.3.3.6 1003.3.3.3 Risll mld rUD. The rire of steps and Stairs shall nOl be Jess than 4 inches (102 mm) not mote than 1 il\cbes (17& mm), The ~atcst riser heiBb~ \IIithin any fliSbt of stairs &hall not Cllc:eed &he srnallesl by more than 3/8 inch (9.S mm). Ella:pt as pennitteCl in SECnons 1003.3.3.8.1. 1003.3.3.8.2 aocl 1003.3.3.3.3, the NIl shall not be less than 11 inc:he$ (279 mm) as measured horizontally between \he vwca] planes of the funharrnost projectioll of adja. cent treads or nosings. Stair treads sh.n be of unifom'l si~ and shape. ellcepl the latgest tread 1'1I11 within any niaht of stairs shall nor ellceed the smallest by Plore than 3/. ineh (9.S nun). EXCEl"TIO!llS: 1. Pt'ivate SII:p$ and &wr--.1" ~gJl~ * load Of-.WS lhan ] 0 and SWfways to anoc:C:uvicd roofs may be 'CWlnl~ with an a.iDch~mlQ'l\ (2O'J nll7l) risa IIIl4 . 9-lneh. rniIIilnllft'l (229 mm) l\ln. 2. W~ [lII: _aIIJ or ~ riseJr adj_ a sIaIriII public: way, walk or dflw",a)' ha~ III eaab!i$.b81 sndc (qdIcr dwI..1IUaI UI'lIl) ud linin. as alandiDS, lhc boUotB or top mer mq he ~du!:" _(alii Ihe SiD,. 10 1$lh1lll4 inc:ha (102 mml ill hcl&hr wi~ the ....naIiOllln hIIJht 0' Ihe IlDUDm or lop rtsa'1ICK UI CftIlIIlIS I lIIIi~ ftRial ill J2 uni- hori:raolal (1.3'l' $lope) of ~rony widdL l003.3.3A Hadroaua. Eve{y sWf'\AIay shall have. headreom clearance of nOt Jess than 6 feet 8 inches (2032 mm). Sudt c:leu- ances shall be measured vcrtie.lly from a plane p~leI .and tan- gent to the stairwsy tread nosings to the soffit ot other ccmSI(UcUDn above at aU poiDIS. 1003.3.3.5 Landinp. Then:: shall bo a floor Of a luftS ... the top and bouom of ClICh staif'l&lay 0[' stal.- ['I.Ift. Every landing shall have t ctimeP$ion measured in the direction of tnvel DOt less than the width of the staitway. Su.:h dimeasion need DOl uceed 44 iDc:hes (1118 nun) where the stair hu l straight run. At lWl one inler- mediate landing shaU be provided for each 12 feel (3658 mm) of venical rtai~ rise rneasumS between Ihe taorimntal planes of adjacent landin,s. Landings Wll be level except thac exu:rior land.".s may have a stope IIOt to exceed 1I. unit vertical in 12 units horizontal (2" slope). Far landings whh adjoining doors. see See; tion 1003.3.1.1. E:ll:CEPnOIllS: I. In Group R.. DivisiDIl 3. aDd GraIIp U ~. des Ind widtln inclivicbialunib of cm.ap 11.. DivisiDD 1 O"'lpaJlCa, such ItJletb _ QQl ncecd 36 iac_ (91& Mn'I,\ WMra die stair hili a ~eht nm. 2. SIIIinc lIIniltl III unoc:cupial nIOf ~ c,en,pr &om _Ill rtlqliil'll' 1tKlIl1S. 1003.13.15 llandnils. Stairwars shall have handrails on each side. and t;vCry stairway mJWred to be more. than S! inches (223S mm) in widlb shall be pfOvide4 'OIith Dar.leu than one b.lC,rJDcdiate hmdraiI for each 88 inehes (2235 1001) of requiRd width. Inlet'- .mediate handrails sball be spaad approximately equally &cl'OSS wilb the eJ\tite width of thm lIUirway- EXCEP'IlONS: I. Sblirwars 1I!ss lb. 44 ine_ (1118 mm) ill wichh or ~ saMDI ODe iIldiVidUll dwel1\nguait in Group ll. Di.,ision 1<< 3 ()ccupacy ot a Clroup k. Division 3 c:o~. rcsi- dCft~ _, h."e one handnlil. 1. P.;var& SIaiNIa)ls 3CI inches (762 DVft) or leu i. hc:i,'1l may b..... . IwIdtail oll OM Side only. ,. SW"""*1t haYin,leu than raw risas and setVinC OM indivi..w clwcJU"1 lQIil in Ql'QIIP Ilo, OivisiGll1 or 3. or. Cilaup R, Divi.Don 3 can. Pla~ l'C&i4ctICI: ~C Group U Oa:u~ nsd _CIl ha\tt.lwlanUs. The lOp of handrail, and Mndl'lil eXl&QsiOll.s shaU not be placed less than 34 incbes (864- mrn) noc mO(e than 38 in<lhes (965 mm) above liMinss aJld the nDsing of treads. Handrails shall be eaUlln- \\O\\s rhe full lengtb of the stalls and at least one bandrail shall extend ill the difectltlft Or the sWr N1\ not I~ than 12 inches (305 mm) beyond ~he top nser nor less d1an12 inches (305 mm) beyond the boltOln riser_ Ends shall be reEWned or shall have rounded w- minations or balds. EXCEPTIO)ll$: I. Private 1W1'WlI11 do not ~uitll handrail ~Ieft. sjol)l, TOTRL P.03 .._.~_.._-,._".~- ~ Metropolitan Council M Working for the Region, Planning for the Future Environmental Services February 17, 1999 Robert D. Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1714 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Holiday Car Wash Addition located within the City of Prior Lake. This project should be charged 15 SAC Units, as determined below. SAC Units Charges: Vehicle Wash (rollover) 40 gallons/car x 100 cars/day @ 274 gallons/SAC Unit 14.60 or 15 If you have any questions, call me at 602-1113. sm~ J.~ Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (380) 990217S1 cc: S. Selby, MCES Joel Geil, Holiday Companies 230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760 An Equal Opportunity Employer BRAUNSM INTERTEC Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minne$Ola 55124-8520 6124314493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environments May 13, 1999 Project BODX-99-055C Mr. Joel Geil Holiday Companies P.O. Box 1224 4567 West 80th Street Bloomington, MN 5544v Dear Mr. Geil: Re: Excavation Observations and Compaction Testing, Carwash Addition for Holiday Station Store #198, 16800 Duluth Avenue Southeast, Prior Lake, Minnesota As you authorized on April 7, 1999, we have performed excavation observations and compaction testing for the proposed carwash addition in Prior Lake, Minnesota. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the excavation bottoms for fill and building support. The purpose of the compaction testing was to aid in evaluating the suitability of the engineered fill placed for building support. Available Information Braun Intertec Corporation performed soil borings for the Holiday Station Store #198 in September of 1996. The results of these soil borings were submitted in our "Geotechnical Evaluation Repon", dated September 8, 1996 (Braun Intertec Project BABX-95-875A). Braun Intertec also performed construction testing services for the Holiday Station Store #198 in the fall of 1996. The results of this wotk were submitted in our "Summary Reponfor Construction Testing Services", dated February 11, 1997 (Braun Intertec Project BODX-96-263C). During this work, an area was corrected for a carwash at the southeast corner of the building. The location of the carwash addition was changed; therefore, a soil correction was required on the west side of the proposed carwash addition. We understand the footings for the car wash will bear about 6 feet below grade (approximate . . elevation 958). Excavation Observations The excavation observation was conducted by a senior engineering assistant on April 19, 1999. The excavation observation consisted of observing the soil exposed at the bottom and side walls of the excavation. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (up to 3 feet deep) hand auger probes. The soil classifications were determined by observing the hand auger probe cuttings in general accordance with the American Society for Testing and Materials (ASTM) procedures. ---.--.--.,..........-. Holiday Companies Project BODX-99-Q55C May 13. 1999 Page 2 The excavating contractor, Witt Construction. used a smooth-bucket backhoe to remove approximately 12 to 13 feet of unsuitable soils from below the proposed carwash addition. The unsuitable soils consisted of 9 to 10 feet of uncontrolled clay fill overlying about 2 feet of buried clay topsoil. The bottom of the excavation ranged from approximate elevation 951 on the east side of the excavation to approximate elevation 952 on the west side of the excavation. Soils exposed in the excavation bottom primarily consisted of silty sand with layers of clay that was judged to be in a medium dense condition. Groundwater was observed seeping in the excavation bottom at approximate elevation 951. The size of the soil correction measured approximately 25 feet by 35 feet and was about 12 to 13 feet deep. The excavation was oversized approximately 10 to 12 feet on the west side of the proposed addition. The oversizing along the south side of the proposed carwash addition was limited to about 7 to 10 feet due to an existing stonn sewer line (southwest comer) and the existing paved driveway. This provides about a 3/4:1 oversizing from bottom of footing to bottom of excavation elevation. The sidewalls of the excavation were judged to be in a stiff condition. It is our opinion the oversizing is adequate for fill and building support. Fill The engineered fill placed for building support in the soil correction consisted of an imported. clean, washed sand. The engineered fill was placed in unifonn lifts and compacted with a large, self-propelled, vibratory sheepsfoot roller. Compaction Tests A total of six compaction tests were perfonned in the engineered fill placed for building support. All compaction tests exceeded the minimum density requirement of 95 percent of standard Proctor density (ASTM D 698). Compaction test results and Proctor curves are attached to this report. . Conclusions Based on our soil boring information. previous and recent excavation observations and hand auger probes, it is our opinion the soils encountered in the excavation bottoms are suitable for fill and building support. Based on the construction staking provided by others and the suitability of the side walls of the excavation, it is our opinion that the excavation was adequately oversized and the 3/4: 1 oversizing along the south side is adequate for support of the proposed fill and building. Based on our compaction test results, it is our opinion the engineered fill placed has been adequately compacted for building support. Holiday Companies Project BODX-99-Q55C May 13, 1999 Page 3 General Services performed by the geotechnical and materials engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied is made. Thank you for using Braun Intertec on this project. If you have any questions regarding the information contained in this report, please call Dave Youngstrom or Greg Bialon at (612) 431-4493. Sincerely. W-r David T. Y oungstro Senior Engineering 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 Registered Professional Engineer under the laws of the State of Minnesota. ... ~OZ~lml.~~ Senior Engineer Registration Number: 24017 Attachments: Excavation Observation Sketch Report of Field Compaction Tests, Tests 1 through 6 Proctors P-l and P-2 c: Mr. Jay Scherer; City of Prior Lake, Bldg. Inspect. Dept. dty\gjb:rlb\99055c\rpt T N Existing \ Buliding \ \ \ \ \ /' .-' Approximate limits \ of corrected building \ pad (1996)~. \ ) \,,\ ~ \ \ ~ Proposed car-wash addition Existing storm sewer line ~ Approximate excavation limits of additional soil correction @ Legend Approximate excavation bottom elevations. ~ - Approximate excavation limits of additional soil corrections. ----- -- Approximate limits of corrected building pad (1996)0 BRAUN" .INTERTEC Excavation Observations Proposed Car Wash Addition Holiday Station Store #198 Prior Lake, Minnesota SCALE T BRAUNSM INTERTEC Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124.8520 612-431-4493 Fox: 431-3084 Report of Field Compaction Tests Engineers and Scientists Serving the Built and No/ural Environments Date: May 13, 1999 Project: BODX-99-Q55C Report: 1 Client: Mr. Joel Geil Holiday Companies P.o. Box 1224,4567 W. 80th Street Bloomington, MN 55440 Project Description: Construction Testing Services Holiday Car Wash Addition Highway 13 Prior Lake, Minnesota Max. Lab Inplace Specified Soil Optimum Dry Density. Inplace Dry Relative Minimum ID and Moisture. (Std.Proc.) Moisture Density Compaction Compact. Test Date Type Classification (%) (pet) (%) (pcf) (%) (%) Comments 1 4/19/99 N P-1: SP 12~ 115 8 112 97 95 A 2 4/19/99 N P-l: SP 121h 115 7 113 98 95 A . 3 4/19/99 N P-2: SP-SM 11 121 8 119 98 95 A 4 4/19/99 N P-2: SP-SM 11 121 9 118 97 95 A 5 4/19/99 N P-1: SP 121h 115 5 114 99 95 A 6 4/19/99 N P-1: SP 12~ 115 4 116 100 95 A Ke)': N SC = * = Nuclear, ASTM D 2922 Sand Cone, ASTM D 1556 = O.M. and M.L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. C = Test results meet zero air voids criteria. Test Test Location Elevation 1 to's, 10'E of NW comer of proposed carwash addition 962 2 15'S, 5'E of NW comer of proposed carwash addition 964 3 12'S, 2'W of NE comer of proposed carwash addition 958 4 2'N, 15'W of SE comer of proposed carwash addition 958 5 5'S, 5'W of SW comer of proposed carwash addition 955 6 2'N, tO'E of SW comer of proposed carwash addition 958 . Elevation Reference: Braun Intertec Corporation 990SSc\ClS.I David T. Y oungstro Senior Engineering --,-.----.-........--.. .. .-..,...-.-...-...-- ~ 0 a. 114 >. .... (/l C Q) "U >. 113 I... 0 112 1 1 1 116 l..-- - - '" l-'" ~ ~ ~ I'" " ~ " ~ ~ ~ ~ ~ l/ ~ ~ ~ .. ", 115 8 9 10 11 12 13 14 Water content. % Test specification: ASTM D 698-91 Method B. Standard Elev/ Depth Size of Oversize 3/8 in Date Tested 4-19-99 Date Sampled 4-19-99 Sampled As Received Preparation Rammer By Moisture Method Type DTY WET MANUAL Percent Percent Natural Specific 3/4 to 3/8 3/8 to #4 Moisture Grav i ty 0 0 Percent Oversize Percent on 3/4 100 TEST RESULTS MATERIAL DESCRIPTION SP-POORLY GRADED SAND. F-M GRAINED,BROWN Maximum dry density = 115.0 pcf Optimum moisture = 12.5 ~ Project No.: 80DX-99-055C Project: HOLIDAY STATION CARWASH ADDITION Location: PRIOR LAKE,MN Test No.: P-1 Date: 4-19-1999 Remarks: BRAUN INTERTEC Fig. No.1 -.--.-..--..-..--......... '.'--- r BRAUN$M I NTE RTEC Braun Interfec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-.431-.4493 Fax: 431-3084 Engineers and Scientists Serving L b t C ti Ch t. tie f S .1 (Pr t )the Built and Natural Environments a ora ory ompac on arac ens cs 0 01 oc or Date: November 7, 1996 Client: Mr. Joel Geil Holiday Companies 4567 West 80th SU'eet, P.O. Box 1224 Bloomington, MN 55440 Field Data: Date Sampled Sampled By Classification Project: BODX-96-263C Description: CODSU'Uction Testing Services Holiday Station Duluth Street and Highway 13 Prior Lake, Minnesota 1117/96 Test Number P-2 DDM Location Sampled SP-SM: Poorly graded sand with silt, fine- to medium-grained, brown Laboratory Data: ASTM D: 698-91 As Received Water Content: Sieve Data, % on 3/4": Size of "Oversize": Procedure: standard B Prep. Method: % 3/4"-3/8": Percent Oversize: Maximum Dry Unit Weight, pet Optimum Water Content, % 121 Curve Values 121 pet' 11 % Date Tested: 11/7/96 Rammer Type: % 3/8" - #4: Spec. Gravity: Corrected Values (ASTM D 4718) I ~ I 120 .... 119 ~ - .c co ~ - 'S ::J 118 e- O 117 116 Water Content. % 8 9 10 11 12 13 96263c\p-2 _._~---_..._----.._---- _ ,_:..._~__..-w."""..:~'~_,~",,;,:-: " l ..., .1 ..., { ! ....... ATTACHMENT A CITY OF PRIOR LAKE COMMERCIAL PLAN REVIEW FOR CODE COMPLIANCE INFORMATION REQUESTED Date Project Name General Contractor Address Phone Owner Address Phone UBC 904.2.1 Are fire sprinklers installed? UBC 904.5.2 Are standpipes provided? UBC 301 Occupancy Group(s) UBC 601.1 Type of Construction Setbacks of building to property lines Total square feet of building UBC 506 UBC Table No. 5-B, Height of building and number of stories UBC 506 UBC Table No. 5-B, Allowable height and number of stories UBC Table 3-B Ratings and location of occupancy separations UBC 504.6 Rating and location of area separation walls UBC 504.6.1 Are occupancy and/or area separation walls identified and detailed on architectural drawings? UBC 701.2 Will special inspectors be employed for any of the following: If so attach name, address, phone number and qualifications of any required inspectors. Concrete Bolts installed in concrete Ductile moment resisting concrete of frame Reinforcing steel and prestressed steel Welding High strength bolting Structural masonry PlANREV.OOC PROVIDE SPECIFICATION SELECTION NUMBER AND/OR PLAN DETAIL NUMBER IN RESPONSE TO THE INFORMATION REQUESTED )..-1"2... -'("1 ~\~.~ . "0''''''''0' ~'~lllD"'1c1 Yes No --6... Reference Yes _ No ~ Reference M VtJ , , .., , Front RearS'b Side;;2.1 Side ~ c.. - ~ - - ~tt' Heights l '5. '3 ' Stories l Rating NA- Reference Rating NPr Reference Yes NoL Reference YesLNo_ YesLNo_ Yes No Ves L No Yes _ No >L- YesLNo_ Yes.x.. No 2 T Reinforced gypsum concrete Insulating concrete fill Spray applied fireproofing Piling, drilled piers and caisons Shotcrete Special grading, excavating and filling Other (specify) Elevator Code. Has the elevator equipment room been provided with a two-hour fire resistiive enclosure? Elevator Code Appendix Chapter 30. Are sprinklers installed in the elevator machine room? Elevator Code is an electrical shunt device installed? NEC 230-72(c) Does each occupant in a multi-occupancy building have access to main service from a common area? NEC 300-22(c) (amended) Is communication wiring in plenum areas of 8- 2 occupancies installed in conduit? SMC 1345.1659, NEC 300-22(c) Is the void above suspended ceiling being used as a return air plenum? If so, explain protection of plumbing and electrical wiring. SPC 4715.1210 Is a janitor's service sink accessible to each leased area? SPC 4715.1210 Does the service sink have at least a 1 - 112" drain? SPC 4715.1210 Are drinking fountains accessible to each leased area? State Statute 326.03 Have the architectural drawings been stamped and signed by a Minnesota registered architect? Soils Report by licensed soil en Energy Calulations Heat loss/gain State Statute 326.03. Have the structural drawings been stamped and signed by a Minnesota registered engineer? State Statute 326.03 Have the mechanical drawings been stamped and signed by a PlANREV.DOC Yes No ~ Yes L No Yes No ~ Yes No )( - -y- Yes_No_ Yes_No~ Yes_No~ Yes_NoL... Yes_NoL Yes No Yes No Y---. YeS_NO~ Reference Yes _ No Y Reference Yes~NoL Yes_Nol Yes No Yes L No . ..--.... ...~/,/ Yes _ No -1::. Yes_ No Yes V No 3 Minnesota registered mechanical engineer? 15 CFM per occupant or per UMC Type of Occupancy PLANREV.DOC Yes 1- No_ No of occupants Area # Area # Area # Area # "- ..... 4 . .-..---.... use 502.2 Are structural members supporting occupancy separations protected by equal fire resistive construction? use S07.1.2 Do walls within water closet compartments and around urinals have a smooth non-absorbent surface at least 4 feet high? (Paint is not acceptable in these areas) use 1006.14 Is roof access provided? Ships Ladder has min. head room of S"S" . Guard rail max, space of 12" use Table 5-A Are exterior openings protected? use 712 Is usable space under the first story (basement) protected on the side of usable space as required for one hour fire resistive construction? USe-711.1 Is every opening into a shaft enclosure protected by a self-closing fire assembly and having proper fire protection? use 2602.1 Is foam insulation used below grade designed for underground use? use 704.4 Are members carrying masonry wall fire protected with not less than one hour protection? use 509.1 Are guardrails installed in compliance with code? use 2502.4 How is foam plastic protected at interior? use 2602.5.3 Is foam plastic protected at roof construction? use Table 6-A What are the fire resistive ratings of the following? (Provide specifications and/or detail no.) Exterior bearing walls Interior bearing walls Exterior non-bearing walls Structural frame Permanent partitions Shaft enclosures Floors PLANREV.DOC Yes ~ No ~ Reference Ves ~ Ko)f- Reference Yes~Ko Reference Yes .N.f\,o _ Reference Yes ~ piNO Reference Yes N ~o Reference Yes ~~o _ Reference Yes~ Reference Yes ~~ Reference Yes ~~ No Reference Yes'~ No _ Reference RaUng ~ Reference Rating Reference Rating Reference Rating Reference Rating Reference Rating Reference Rating Reference Rating Reference 5 Roofs Exterior doors and windows UBe 7089.2 & 3 Is firestopping provided? UBe 708.3, 4 & 5 Are draft stops installed? UBe 1806.1 Do plans reflect consideration of potential frost heave at exterior door sills? U Be 1504 Is roof fire retardant? UBe Asphalt Shingle Application, Table 15-B-1 Has special protection for ice buildup been provided from the eave of the roof to a point 12 ipches inside the exterior wall? UBe 1501.1 Has a 22 inch by 30 inch minimum attic access been provided to all attic areas? UBe 1505.3 What is ratio of attic ventilation use 1506.3 is inlet of overflow scuppers 2 inches above the low point of the roof and does it have a minimum opening height of 4 inches, and overflow drains and scuppers designed per this section and spe 4715.2760? use 906.1 Are smoke and heat vents installed? use 1005.1 Number of exits UBe 1003.3 Are exits separated by 1/2 the diagonal distance of the area served? UBe 1003.4 What is the maximum distance to exits? UBe 1004.2 Do doors swing in direction of travel? UBe 1004.3 Identify lock or latch type at all doors. UBe 1004.6 Are all exit doors 3'0" x 6' 8" minimum? UBe 1005.5 Do any dead end corridors exceed 20 feet in length? use 1005.7 What is the fire rating of corridors? PLANREV.DOC Rating ~ Reference Rating t---::-- Reference Yes _ No _ Reference Yes No Reference Yes Reference No Yes Yes No No Reference Reference Yes No Reference -Jik Yes~ No Reference Yes ~o _ Reference Number Reference Reference Number of Feet YeS~NO_ Reference J/J1 Yes~No_ Yes _ NO!:i.- Rating ~ f\ Reference 6 T j , ,~ USC 1005.8.1 Are one hour rated door rJb- Yes No Reference openings protected by a tight fitting smoke and draft control assembly having a fire protection rating of not less than 20 minutes? USC 1005.8.1 What rating will roll up doors Rating Reference at corridor have? USC 1005.8.2 Are openings other than Yes No Reference doors into the corridor protected by 1/4 wire glass in steel fram.es with a total area not exceeding 25 percent of the corridor wall? USC 1006.2 Are stairways serving an Yes No Reference occupant load of 60 or more at least 44 inches in width? USC 1006.8 Is an approved barrier Yes No Reference provided at stairs to prevent persons from continuing on into 'the basement? USC 509.3 Are handrails of open stairs Yes Reference installed so that a 4 inch sphere cannot pass through? USC 1006.9 Are handrails installed 34 to 38 Yes Reference inches above nosing of the tread and of continuous length of stairs and extending at ~ least 6 inches beyond top and bottom risers/ USC 1016.4 Is panic hardware to be Yes' No Reference installed? USC 1020.1 Does the fumace room have 2 Yes No Reference exits? If not, explain. USC 801.1 Does the interior finish comply Yes No Reference with USC Table 8S? use 710.1 Are openings in fire rated floors Yes No Reference walls and ceilings firestopped? USC 713.11 Are fire dampers installed in all Yes No Reference duct penetrations of 1) area and occupancy separation walls, 2) horizontal exit walls, 3) shafts, 4) fire rated floors and ceilings, 5) fire rated corridor walls? USC 713.9 Is safety glazing provided at Yes No Reference hazardous locations? 2406.4 PLANREV.DOC 7 .-'-.- UBC 703.1 Are documentation and details provided in plans/specs for all firestop materials? -SBC 1340.0300 Subp.2 Are walks of slip-resistant surface? Yes Are walks at least 48 inches wide? Are walks installed with a maximum slope of one vertical to 20 horizontal? Are curb cuts from parking area to walks installed with a maximum slope of one vertical to 20 horizontal? -SBC 1340.0300 Subp. 3 Does building have at least one entrance or exit accessible for use by the handicapped? Is the handicapped entrance at the main lobby or corridor? Are all levels of the floor of access handicap accessible? (Le. raised floors behind counters, checkout areas and other changes in floor elevation)? Does the building provide access to all levels by means of a ramp or elevator? -SBC 1340.0300 Subp. 5 Are handicapped spaces as least 12 feet in width? Are handicapped spaces as near as practicable to building entrance? -SBC 1340.0300 Subp. 6 Do vestibules of two sets of doors provide seven feet between doors? Do doors provide a clear opening width of 31 in.? Latch side approach to pull swinging door min. 18- with out closer ,24" with closer. Latch side approach to push swinging door with door closer 12" min. Other approach to doors see CABO/ANSI A117.14.13 Are doors operable by a single effort with one hand? Are doors serving toilet rooms or stalls unlockable from either side? v\J Yes No No No No Reference Reference Reference Reference YesL No _ Reference P~REV.OOC 8 Yes....J- No Yes VV " Reference Reference Yes L No _ Reference Yes It:- No _ Reference Yes l No Reference yes.& No _ Reference Yes No Yes No Yes No Yes No Yes No Yes No Reference Reference Reference Reference --.--...---......-..--.-...........-..-.....----........... .'---.-- .... ....._- M Are floors level at doors within 1/2 inch? Yes No Reference Does door opening hardware have lever Yes No Reference handles? Is door opening hardware 42 inches above Yes No Reference floor or less? -SSC 1340.0400 Subp. 3 Are separate handicapped facilities provided Yes No Reference for each sex? -sac 1340.0500 Subp. 1 Does toilet have 36 inches min. clear space Yes No Reference in front of bowl? Does toilet compartment have 36 inches Yes No Reference minimum clear access width? Are toilet seats 17 inches to 20 inches Yes No Reference above floor? Are grab bars mounted on both sides or one Yes No Reference side and rear wall? Are grab bars capable of supporting at least Yes No Reference 250 pounds? Are grab bars 1-1/2 inches in diameter with Yes No Reference 1-1/2 inches clearance from walls? Is horizontal grab bar at least 10 inches Yes No Reference above toilet seat? Does horizontal grab bar extend at least 6 Yes No Reference inches in front of toilet bowl? Does vertical grab bar extend 12 inches Yes No Reference above toilet seat to 30 inches above toilet seat? Is vertical grab bar mounted 12 inches in Yes No Reference front of toilet bowl? -sac 1340.0500 Subp. 2 Does urinal have at least 31 inch clear Yes No Reference access width? Is the front lip of bowl 18 inches or less Yes No Reference above floor? -sac 1340.0500 Subp.3 Do lavatories have a clear access width of Yes No Reference at least 31 inches? Do lavatories have a clear height of at least No Reference 29 inches to bottom of apron and maximum height of 34 inches to rim of fixture? Is there 12 inches minimum clear depth No Reference under fixture? PLANREV.DOC 9 ... . ) J~ Do water control valves have lever handles? Yes -sac 1340.0600 Subp. 2 Is bottom of mirrors and/or shelves no Yes higher than 40 inches above floor? PLANREV.DOC No Reference No Reference 10 ----,._-~.:....-- {\fA Is the working height of towel racks, Yes No Reference dispensers or similar appliances no higher than 40 inches above floor? -ssc 1340.0800 Are elevator controls, thermostat, manual Yes No Reference fire alarm, electrical switches and receptacles no higher than five feet above floor? -ssc 1340.0900 Subp. 1 Are raised letters, labels or plaques used for Yes No Reference tactile identification? Is tactile identification between 4-1/2 feet to Yes No Reference 5 -1/2 feet above floor? Are numbers tactually identified at elevator Yes No Reference door jamb at each floor? Are numbers between 3 1/2 feet and 41/2 Yes No Reference feet above floor? -ssc 1340.0900 Subp. 3 Are elevator controls no higher than 5 feet Yes No above floor? Are elevator controls tactually identified? Yes No -ssc 1340.0900 Subp. 4 Are doors to stairs, loading platforms, boiler Yes No rooms, other hazardous areas provided with knurled door handles? -SSC 1340.0900 Is handicapped parking sign 8 inches by 12 Yes No inches post mounted 42 inches above grade to center line of sign? -USC 0511 (c) Does at least one water fountain have a Yes No spout height within 33 inches of the floor and up-front, hand-operated controls? Is water fountain alcove at least 32 inches in Yes No width? -USC 0511 (d) Is public telephone installed so that handset, Yes No dial and coin receiver are within 54 inches of floor? PLANREV.DOC 11 -...--.- T Does public telephone also have an Yes No unobstructed access within 12 inches of telephone and not less than 30 inches in width? Fire Department Lock Box Order Form Yes No Retaining Walls over 4' Post Indicator valve Req. RoofTop Screening to match Building materials Address and suite. numbers Area for recycled materials Trash Incloser Distance from the fire hydrant to the fire department conection 150' max. Distance from th e fire hydrant to all parts fo the building 300' max. PLANREV.DOC Yes Yes Yes Yes~ No yes.z NO Yest.- NO No ::~ #Ie ~(J ~+- ~f ~ ft. ft. 12 .--.....-.------.---.----..- .J '" ATTACHMENT C TOTAL ALLOWABLE FLOOR AREA USC Sec 504, 505.1 Total Allowable Floor Area. If any allowable increases are used, please specify which and show calculations. Attach separate sheet if required. use 1300.3906 State Statute 168.615 (1994) Requirement for rest room in public accommodations Are requirements met for rest room in public accommodations? PLANREV.DOC 13 ------_..._~._._~...._-,--_. ---~ ',-- . ATTACHMENT 0 TOTAL OCCUPANT LOAD use 1002 Total Occupant Load. Show breakdown of various occupancies, separation walls or other occupant load break points for determining total occupancy load. Attach separate sheets if required. Room Name Room Number Area (S.F.) Occupant Load Factor USC Table 10A OCCUPANT LOAD PLANREV.DOC 14 T "- ',,- Use sheets as necessary. PLUMBING FIXTURES REQUIRED SPC 4715.1210, UBC Table 29-A Required Number of Plumbing Fixtures. Show calculations. PART 1 Room Name Room No. Area (SF) PART II Total Occupant Load: Fixtures Ratio Water Closets 1 per _ occupants Urinals 1 per _ occupants Lavatories 1 per _ occupants Drinking Fountains 1 per _ occupants Bathtub or Showers 1 per _ occupants Kitchen Sinks 1 per _ occupants Service Sinks 1 per _ occupants PLANREV.OOC Occupant Load Factor (Per Part I) Total Installed ATTACHMENT E Occupant Load Total Handicap Eauipped '. 15 .J '- ATTACHMENT F SNOW LOAD COMPLIANCE CALCULATIONS USC 1605.4, Table 16-C Provide details and engineering on any roof areas subject to increased snow loads. Show calculations and sketches. Attach separate sheets if required. PLANREV.OOC 16 A IT ACHMENT G IDENTIFICATION OF APPLICABLE BIDDING ALTERNATES use 0303(c) 106.3.1, Sub 7 Identify all bidding altemates being applied for under this permit. Attach separate sheets if required. PU'lNREV.OOC 17 -'-.' SUBCONTRACTOR LIST ATTACHMENT H City of Prior Lake Ordinance requires contractors and certain subcontractors performing work in the City of Prior Lake to be licensed. Please provide the names, etc. of those people who will be performing work related to your project and return this list as soon as possible prior to job commencing. JOB ADDRESS General Contr. Address Phone Excavator Address Phone Masonry (Fdtn) Address Phone Masonry (Fplc) Address Phone Carpentry Address Phone PLANREV.DOC Roofing Address Phone DATE Address Drywall (Hanging) Phone Drywall Address Phone Address Siding or Stucco Phone HVAC Address Phone 18 T - - -,.~ "~::"'~'-"---- -..' ......--...:.....,:.",..,;....--:...,.....,...., . Driveway Address Phone PlANREV.OOC Plumbing Address Phone ......... 19 Date Received ~--II 4f PERMIT REQUIREMENT Date: ~--/t -9' Request: /VI e h-o s. A c.. D<. \ -<JIM ; '-- Jrcr... rS rd. S Q t cS 'PlClP^ 'S . ""2.-\'1. 'Sp.ac.cJ..... J:.,^s~ f.~ Date: Request: Q;>. LQ~ (0" ~:~ ~ v>\J Date: Request: Date: Request: Building/Planning/Engineering PERMREQU.DOC Date Reviewed Permit#9C;~97 Date: Reply: Date: Reply: Date: Reply: Date: Reply: Permit Complete 0 REPLY DATE 'T Accept 0 Decline 0 Accept 0 Decline 0 Accept 0 Decline 0 Accept 0 Decline 0 Permit Issued 0 Holiday Companies GEN. OFFICE, 4567 WEST 80th STREET / MAIL ADDRESS, P.O. BOX 1224 MINNEAPOLIS, MN 55440/ PH. 612-830-8700/ FAX 612-830-8864 CREDIT OFFICE, 5501 W. OLD 5HAKOPEE RD. / MAIL ADDRESS, P.O. BOX 1216 MINNEAPOLIS, MN 55440/ PH. 612-921-5200/ FAX 612-921-5295 City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, Mn 55372-1714 February 10, 1999 . Re: Holiday Stationstore #198 16800 Duluth Ave. S.E. Prior Lake, MN Dear Planning Department; I have enclosed for your review (2) complete sets of construction drawings and spec's for the carwash addition at the above location. Also enclosed is the Building permit application. I have also submitted to the Prior Lake/Spring Lake Water Shed District for their review on this same day. It is Holiday Companies intent to start this construction on/or before April 1, 1999 pending the arrival of spring and the frost coming out of the ground. If I can be of assistance during your review, please do not hesitate to call me at 612- 830-8884 Sincerely, L~Y comp~es ~~ V..&..L Joel D. Geil Project Manager ~ ~ . ~ '567 w. SO th St!'. Mpls.. Mn 55437 612-830.aB84I Fax 612-830-1678 Holiday Companies Fax qcr-017 To: Paul Baumgatner @ City of Prior Lake From: Joel D. Geil Fax: 447-4245 Pages: 3 Phone: 447-4230 Date: 04113/99 Re: Holiday Stationstcre - Carwash Addition cc: o Urgent B For Review ~ Please Comment 0 P ease Reply o Please Recycle Paul: Here is a signed copy of the stair revision and a copy of the UDC for your files. Thanks.... 1.;1;). V / (0/10'd 8~91 0(8 G19 S3IN~dWOJ ^~aI10H ~p:ll 6661-(1-~d~ 1 Landscaping: NOT APPLICABLE MEETS CODE DOES NOT MEET CODE . Required plantings 1/40' perimeter or q 3 . 2W' or 6' hei ht 1/1000 s . feet bId. . Landscape Architect if site over 20,000 sq. feet or bId . over 4,000 s . feet . 10% Oversized trees . 25% Coniferous and 25% Deciduous . En focal area lantin s . Parking lot screening-30' benn !V)(tSl1rt-12 ' . -landscaping islands 9 x18' t>IL . -5% arkin lot landsca ed ot.. . Slo es under3: I . Grounds/Lawn sodded . Irri ation s stem..(/lr- Le . ' LOC for 125% - ~uc . Requirement Proposed c13 i r ~ (S -, .~(S ~3 G/V" 517"'a. 7') cor--e ~CfcL cJjo J [f'r€LJ .ex"tjh~ bJdS- 1../146 1J C ~ iO) 7dJb /l)1S.....d,It"-., LE Requirement Proposed . ;d. . . Requirement Proposed . Proposed use (Sq. Footage) 36' 5' from side lot line 30' from R-O-W on comer lots Number of stall req'd Ib . --ex I shl1 . . Total Number of Stalls re uired . Off-Street Loading min. 35' for each 10,000 sq. feet bid. Addn'l for each addn'125,OOO s . feet. . Paved surface \1M, J q't( \ \ l{J . . . Building Height 35' Maximum /4 ( L:\TEMPLATE\COMCKLIS.DOC page 2 2/3/99 ,.._......_-_._--_._._.._.._....._......_...~-_....._..__...... . , . " Lighting: ~E TS CODE DOES NOT MEET CODE Foot Candles at Pro Line Requirement Proposed -, Significant Tre : Requirement o ~ 'Pc.~4 25% Maximum Y2:1 Proposed Signs: ~OT APPLICABLE ~ Requirement Proposed MEETS CODE -- ~J. ~;rn P(1! ~>:f ~~"d DOES NOT MEET CODE . Freestanding Signs: Setback 10' Area 75 sq. feet . Monument Sign Setback 10' Area 120 sq. feet . Wall signs 20% total front facades L:\TEMPLA TE\COMCKLIS.DOC page 3 2/3/99 , .....,---.'-."..---..'...-'-'.. --"-,,, Date Reviewed ~, dd-,1<'7 Permit #!lr-aJ?7 Date Received c;2-//-rr PERMIT REQUIREMENT Date: ~ -~;}- - 1'1 Request: '4;:/ 1',,55 v...) Jt1d bU / J *qUl~tl SUr'Vj /'- At,cd ,~,/O if q~cl LVI- v.... /U Ld ~ 'f- ~,) S (c"fl /) 0- L( ss J hCUt ~ uf "* 61r'v P ''J?J0' I h~ L ut=' -r~b.cJ.. ro J o.J d".;)'i-~'t Date: Request: Date: Request: Date: Request: REPLY DATE Date: Reply: Accept 0 Decline 0 ./V- c.:-c) '3) If) .- ~L d ''''/r;- Date: Reply: Accept D Decline 0 Date: Reply: Accept D Decline D Date: Reply: Accept D Decline 0 BUildin6n~/Engineering Permit comPle~ Permit Issue~ PERMREQU.DOC T 9l-cJoQ7 White - Building Canary - Engineering Pink - Planning Thr ('rnlrr of Ihr Lakr Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT M~ &11A..f2U~ APPLICATION RECEIVED c2 -II -tj1 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /& gt(J Utdur/1- aut. ,5". E- Accepted Accepted With Corrections Date: "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." --....-.--.....---..--.-.--.......- ---..------.-.~.._-.-"T----..-.-..-.---....-.........------.- MEMORANDUM DATE: MARCH 1, 1999 TO: ~ ROBERT D. HUTCHINS FROM: JAY SCHERER RE: PLUMBING PLAN REVIEW FOR HOLIDAY STATION STORE #198 PRIOR LAKE, MN 1. Reduced Pressure Backflow Preventers shall be installed in accordance with MN State Plumbing code rules 4715.2161 Sub part 1,2, & 3 2. Identification of Potable and Non Potable water is required per MN State Plumbing code rules 4715.1910 3. Location of Reduced Pressure Backflow Preventers according to MN State Plumbing code rules 4715.2120 4. Pressure relief valves on Water Heaters to comply with MN State Plumbing code rules 4715.2210 Sub part 4 5. Oil and Flammable liquids separator installed in accordance with MN State Plumbing code rules 4715.1120 6. Thermal expansion control per MN State Plumbing code rules 4715.2215 7. Hose Bib Backflow Preventer per MN State Plumbing code rules 4715.2100 (c) 8. All connections including 4" waste connected to trench drain shall comply to 4715.0700 9. Inspections and testing per MN State Plumbing code rules 4715.2800 10. Identify location of Glycol fill for the Snow Melt System 11. List material types for DWV and Water System pipe for each application in the project 12. Install WHl water heater per Chapter 10 Appendix B of the UMC for Boilers 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER II'P!IB^ aq lOU IIB4s UO!l~!pspnf a4llo Sa~UBU!pJO Ja4l0 JO apo~ S!4l lO SUO!s!^oJd a4l la~uB~ JO alBlo!^ Ol AlP04lnB a^!6 Ol 6u!wnsaJd Sl!WJad 'uO!P!pspnf a4llo a~UBU!pJO Ja4l0 AUB lO JO apo~ S!4ll0 SUO!s!^oJd a4llo AUB !O UO!lBIO!^ AUB '!O IB^OJddB UB JO 'JO! l!WJad B aq Ol panJlSuo~ aq lOU IIB4s SUO!lBlndwo~ pUB SUO!lB~!l!~ads 'SUBld lO IB^OJddB JO l!WJad B lO 6u!lUBJ6 JO a~UBnSS! a 4.1., -66 -~~ -1: :alBa . ~ g f?f, / oN :Sluawwo8 . ,J;J/'IEl/ ?iGJj\~ JJ;{" :A8 paMa!^aH pa!uaa SUO!paJJOO 4l!M palda~~V' x palda~~V' I -:; , j; ')r7 ?J7j..)} } j!77C1 0/31/ :lB pasodoJd S! 4~!4M Al!^!PB UO!l~nJlSUO~ JOl UO!lB~!IddB l!WJad 6u!pl!nq a4l paMa!^aJ a^B4 SlUaWlJBdaa 6U!UUBld pUB '6upaau!6u3 '6u!pl!ns a41 66 /;- {< a3^1303H NOI1V'OllddV' I () ~. ;rr71l.(7n Il,) () 1}).J./?11 1NV'OllddV'::I0 3L^JV'N lSI1)103HO lN3Wlt:lVd30 NOIlVOllddV llWt:l3d ~NI01In8 6Uluueld - >IU!d 6UIJeaUI6u3 - AJeueo 6Ulpl!"a - 811L1M ,(Jluno.') ~"., ~'1. JO J~IU~.) .l'l.l 1-00(,)-0/;; "':."',:.,: 4567 W. 80 lh Str. Mpls., Mn 55437 612-830-8884/ Fax 612-83()..1678 Holiday Companies Fax To: Paul Baumgatner @ City of Prior Lake From: Joel D. Geil Fax: 4474245 POlS": 3 Phone: 4474230 Date: 02/19/99 Re: Holiday Stationstore - Carwash Addition C:C: o Urgent B For Review 0 Please Comment 0 P ease Reply D Please Recycle Paul; I am forwarding to you the signed "Structural Testing and Inspections Schedule". Thanks.. .. b2..9.-/ / [0/10'd 8~91 0[8 c19 S3IN~dWOJ ^~aIlOH [0:~1 6661-61-83~ 02(19/99' FlU 18: Q2 FAX 8123429214 ~ICKSEN ROED&ASSOC. ......... HOLIDA.Y ~OOl ~ckse" oe.d & Assoc.iates StlUccural EftllnClCfS 3CIO Fim A-envc NonJI Sill 420 MiruapDlis.. MN ss.cn .2601 Tdc~"ne: (612) )4.2.'210 Facs.fIIile: (612) 342.'Us DI DAft: RtINBER 01' PAGES; (INCLUDING THIS PAGE) :::1 , "1'0 : COMP~/DBP't: I'AX !f0: nOM: r If all paqes are not received please call Heidi at (612)342-9210 E0/G0'd 8~91 0E8 G19 S3IN~dWO~ ^~aIlOH E0:~1 6661-61-83~ --'-.'------.' ~0'd ltllOl _ ~~.: ~ . 1t:l.LU.1. ~ CITY OJ' PRIOR LAKE 16100 UGLE CREEK AVENUE S..E. PRIOR LAICE.. !dN 553'2 SPECIAL STRUC1'tJRAL TESTING AND INSPEcno~ SCBEDtlLE =-~~a-t- (?pr1ro.J SPECIAL S11lUctURAL 1ES'fING AND ~SPECnON s,.:ifiGitioll Dcsc:ripCiOll 'Type at ItISIIl!ICIDI' (3) JtepGfl FraqullftC)' AssiP~l! Sealon Afti.clc Fil"ll'l(4) NO CldLA ~ .6Ao1 ,- ,~~ Uf~. N , . II, fi c . i . " . . In mll'li -mlaltle . (l,81 time oces: "IbLS sell.. e. tlc u<< DIU and iIld\lded n b praJectspa:lfiClllOll ,. on UJl to 'be finctll aut wll.. .,,11. ~ . b.&i1d'mg permit. (I) use descriptions ,.. trBC Secdan 1'701. _ 8doped "J MlrtnesGla s.D: BufldinS Cede. (2) Spec:ialIAspel:fm'. T~ SpClCiIllInapec:w - Sttw:dftI" (3) linn c:DIltracllBd UI pedelftl ~... ACK,)lOWl..&DGMDI't'S ~h appnIprillCc: ~........Iio/tlElve $""'1 aisn "elaw: OWner. firm: 011o:. OmmldDr. Firm: DaU: Arcbltoer. ~ Fim!: Dee: $ER: \. ~~~ FirIQ:~ ~ DIl~ 1.#~ 51-5: fi,.,.: ~ aa.: -=- T A: Firm:. Due= sl-- T: fitWl: Dae: TA~ Pinfl~ Dille: Sl-T: F<<m7 0.11:I: f: 'inn: I)d!: 'f': Firm: ])tie: . jpcfiViaDIIllllft1S oblJ pcosp&C1iw specW. btspctgrs ...s me work IhIlY inccn4 ta a_rrll: sluIJI ba icSdadecL CUR l"e'IlIIe side affcmD ifn~cssary.) Lep.: SEll. = ~KI Eecmeer e'~ Sl-T '"" S...1Il1~. TMbical sr-s == Speciall~" Slrllamat TAP.!C1 Testina AsatI!!lJ F = FatlrieoDr A~ tbrdae 8uildin! ~by - DIll: lI5TI.1IGC ~0/~0'd 8~9I 0~8 cI9 S3INtldWOJ AtlOIlOH ~0:~1 666I-6I-83~ "- . .' - ,-" '.:- . ,,",___ __./ i G3~.t\::- II -()On Site Address: ~I lo8cP Facility Name: J:lOI,ACtlO Project Contact: (Name, Address/Phone) ~\\)~ . Cr.,", tUO-~A__ 4~&{ The architect of record must complete the Commercial Plan Review worksheet and related attachments in their entirety. Provide specification number and/or plan detail number or other information requested. Explain responses and provide calculations as requested and/or applicable. Complete and accurate information will expedite the plan review process. Building code section or ordinance numbers are given to direct you to the relevant code sections. I hereby certify that this Prior Lake Plan Review was completed by me or under my direct supervision, and that I am a duly registered architect under the laws of the State of Minnesota. Signed: Reg. No.: Date: Attachments CONTENTS A B C D E F G H I Commercial Plan Review for Code Compliance Commercial Building Permit Requirements Total Allowable Floor Area Calculations Total Occupant Load Calculations Plumbing Fixtures Required Snow Load Compliance Calculations Identification of Applicable Bidding Alternates Subcontractor List Construction Fee Calculation Worksheet PLANREV.DOC 1 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT DATE RECEIVED FEB , J ,qqq DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2. SITE ADDRESS 1. White 2. Pink 3. Yellow File City Applicant Permit No. c;c;- ocJC77 1. DATE 2-10-99 BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) ,(Width) (Depth) 15 45' 24' 12. NO. OF STORIES 3. LEGAL DESCRIPTION 3 ~5" - /n-(f)c..j- / 16800 Duluth Ave. S.E. LOT 1 PID ADDITION BLOCK 2 Broo~ville Center 2nd Addition 4. OWNER (Name) Holiday companies 5. ARCHITECT (Name) S<::get Architects, 6. BUILDER (Name) not yet Determined (Address) 55440 4567 W. 80th Str. M Is,HN. (Address) P.A-4159 Grand 1 13. TYPE OF CONSTRUCTION (Tel. No.) 612-830-8700 masonr 14. FLOOR AREA APPORTIONMENT USE 810 S . Ft. Carwash (Address) 554G9 (Tel. No.) Ave S. R Is, MN G12-822-320 (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS OCCUPANTS 7. TYPE OF WORK New Construction C) Fireplace C) Alterations C) Septic C) Addition iH. Deck C) Finish Attic C) Re-roofing C) Porch C) Re-siding C) Finish Basement C) SEATS 16. PROJECT COSTNALUE Chimney C) Misc. 250 000.00 B. PROPERTY AREA OR ACRES 10. CULVERT SIZE 17. COMPLETION DATE Sq.Ft. 53 891 1.2 Yes No X May 14,1999 I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building 0 'cial can revoke this pllrmit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X 'l.-/()-9? License No. Date FOR ADMINISTRATIVE USE SETBACKS: Required Actual Front Back Side BUILDING DEPARTMENT VALUATION Side MATERIAL FILED WITH APPLICATION SOIL TESTS C) ENERGY DATA C) PILING LOGS 0 PERCOLATION TESTS 0 PLANS & SPECS C) SETS USE OF BUILrG ~ L I OFF STREET PARKING SPACES REO. SPACES ON PLAN PERMIT VALUATION 2507'oc:;o. ClC) TYPE OF CONSTRUCTION: I Occupancy Group A B E F H I @ tI> S U Division 1 2 3 4 '2~ Permit Fee ................................... $_1 J ~ :) T) . Plan Check Fee ............................. $ {I (J{q'i . '2. "Z State Surcharge ............................. $ I 2.~-. 00 Penalty ....................................... $ City: ~~ ~~ ,"') rr Plumbing Permit Fee ....................... $ Mechanical Permit Fee ..................... $ Sewer & Water Permit ...................... $ This By r uilding ~:tr;;it W~r:.~~v~r [ Issued SURVEY PLOT PLAN o COPIES C) Amount Brought Forward .................. $ Park Support Fee eSO'X.LS............. $ , !;l.'150. ('j l""\ . SAC ..lD.S.O...'?~Xl~................. $ I 5 /l~t"'l.O C) Collective Street Fee ....................... $ Sewer Tap ................................... $ $ Pressure Reducer .......................... $ Meter Horn............................ ....... $ Water Meter ................................. $ Sewer & vJ~~~~~ion Fee ........... $ I.BI 000.00 Water Tower Fee ~~.Q..r.I~............ $ I D ,SOD .t"\Cl Water Tap ................................... $ Builder's Deposit ............................ $ Other ......................................... $ ~(/ ... 7 Total Due .............................. $ :.> ~I ~d0. l.{ Paid 5 ~ S'2k. tt-. Receipt No. ~ 4 B~ Date 4- (p 't By r-o H in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as reql{ested. This document when n mporary Certifi te of 0 in comPlian~ows Cljction to~mmence. Before ocpupancy, a Certificate of Occupanc must be issued. :AO k' ate Special Conditions ff any 24 hour notice for all inspections 447-9850 T ~ Memorandum. .41 To: From: Date: Re: Jay Scherer, Building Inspector Jenni Tovar, Planner 0< 07/23/99 Final Inspection Holiday Companies A final inspection was conducted today. The site was found to be in compliance with the approved plan including new plantings and striping of the car wash entrance and exit. Let me know if you have any questions. 1 T FROM : PRO PLUMBING FRX NO. : 612 948 1812 11U"""II~"'UIII .lL..,,'-.... ~....'-'I.,IU.1I\IU r.:JI.tI!.cx;::I=\&J/',' Jun. 25 1999 03:33PM Pi 1'. I ~ cfl"Q7 BACKFtOW PREVENTER TEST REPORT _lI1II:t.... 10 c.,.,... 1ft..... Ae Inh.._ III."...'...,..... _ ......, ....1_ if! ...... 1M. Stnl .A.IJ1]RSS /~?~/l .'0[;/(. u:r~t4I.1t', ). ~. ;7..1.,_ ZIP S-.s-37;{ . OCCtJl.'Am' . 0 o ftl[,. NO. ~4 7-~"Sl '!'1ST ])i.'rE ~aUday Ca5 S'tat:::i.DI1 0, n" J., 'l/aQ DSVICE &XE Jtn KCDEL SIZ~ S1:RIAL HO. . W~lUaJl zut'!'1 Q7~y' .. , ,to 112. 819563, DEVICE LO(:A'nClll ,0 lIt.en. room for car ,",ash . , . '." , m:V'ICE SSV!S\IHA'r. S1S'!'IK . . ea% 'W'&$b, . - PBiIi . JmP. . J'QS. InF. CHn:K CKICK: . AcaOSS #1' VHm~ ~, V~VE #1 VAJJlE 12 CHD::K: Ci'D'S 'rES'! =,~ ~ o=~~ ~i: ~ 3 urcm:: . pal 'PISi UPAIRS lI'IlfAI. . ~ CLCSED ( 1) CLCSiID (x) 1 0 . 3 1I)S1. S-" 4"~.1. '1'PST I I ne~ iDBtallat1~p ! CBSCIU:lZ REPAI:R . C:mT!nCA'rIaf . I htl!r'8by o8rl~:r the f'ortlS01M 'data. ~o 'be coz:.c't and. ~i:. the tested. 4ev"'..c. is tImt::t10t1..b:Ic v1th1A the l1m1t5 of tn. ~. FIllX ~'l~ ,........,.. .~ 5119.W." 77.h s...o. "".":&11<1 ON ~l~ .JJ.i ./ OOOBOT :B . tzt.'s O!Z!'!7'.tCA'!':ICIi :&'0. 'fEL. 110. Fi~ ,_UQ_'7<:q ~ 0 8WDUoTUAE QP ....... - lID T'IST1iR . 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Bank National Association Standby Letters of Credit 601 Second Avenue South MPFP2222 Minneapolis, Minnesota 55402-4302 MARCH 15, 1999 SWIFT: USBKUS44 TELEX: 192179 USB INTL MPS Phone: 612-973-0736 612-973-0710 Fax:612-973-0838 LETTER OF CREDIT NUMBER: SLCMMSP00492 DOLLAR AMOUNT: USD 3,250.00 EXPIRATION DATE: FEBRUARY 26,2000 . APPLICANT: HOLIDAY STATIONSTORES, INC. 4567 WEST 80TH STREET MINNEAPOLIS, MINNESOTA 55437 ATTN: ARNOLD MICKELSON BENEFICIARY: CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE SE PRIOR LAKE, MINNESOTA 55372 U.S. BANK NATIONAL ASSOCIATION ^/ J:dJ()rlr:1 / l~lar&f.D Sty'TURE G:\LCDOCS\STANDBY\LETTER\492JMS.DOC ..._.....-.-________. .0-..._...--. [!I1bank~ u.s. Bank National Association Standby Letters of Credit 601 Second Avenue South MPFP2222 Minneapolis, Minnesota 55402-4302 MARCH 15, 1999 SWIFT: USBKUS44 TELEX: 192179 USBINTL MPS Phone: 612-973-0736 612-973-0710 Fax: 612-973-0838 LETTER OF CREDIT NUMBER: SLCMMSP00492 DOLLAR AMOUNT: USD 3,250.00 EXPIRATION DATE: FEBRUARY 26,2000 -APPLICANT: HOLIDAY STATIONSTORES, INC. 4567 WEST 80TH STREET MINNEAPOLIS, MINNESOTA 55437 BENEFICIARY: CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE SE PRIOR LAKE, MINNESOTA 55372 WE HEREBY ESTABLISH OUR CLEAN IRREVOCABLE LETTER OF CREDIT IN THE DOLLAR AMOUNT INDICATED ABOVE AND AUTHORIZE YOU TO DRAW AT SIGHT ON U.S. BANK NATIONAL ASSOCIATION. IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT SHALL BE CONSIDERED AUTOMATICALLY EXTENDED WITHOUT AMENDMENT FOR ONE HUNDRED EIGHTY DAYS FROM THE PRESENT OR ANY FUTURE EXPIRATION DATE UNLESS WE NOTIFY YOU IN WRITING AT LEAST THIRTY (30) DAYS PRIOR TO ANY SUCH EXPIRATION DATE THAT THIS LETTER OF CREDIT WILL NOT BE RENEWED. THE AMOUNTS OF ANY DRAFTS DRAWN UNDER THIS CREDIT ARE TO BE ENDORSED ON THE REVERSE SIDE HEREOF. SUCH DRAFTS MUST BEAR THE CLAUSE "DRAWN UNDER U.S. BANK NATIONAL ASSOCIATION CREDIT NUMBER SLCMMSP00492 DATED MARCH 15, 1999." WE HEREBY AGREE WITH DRAWERS THAT DRAFTS AS SPECIFIED ABOVE WILL BE DULY HONORED UPON PRESENTATION TO U.S. BANK NATIONAL ASSOCIATION AT THE ADDRESS INDICATED ABOVE IF PRESENTED ON OR BEFORE THE EXPIRATION DATE. THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS, PUBLISHED BY THE INTERNATIONAL CHAMBER OF COMMERCE, OR ANY SUBSEQUENT REVISION THERETO. U.S. BANK NATIONAL ASSOCIATION G:\LCDOCS\STANDBY\LCSTAND\492JMS.DOC _. -...........----...-....- ... /" Holiday Companies D ffi@ffiO'l:il ffi ~j! GEN. OFFICE: 4567 WEST ROth STREET I MAIL AI)[)RESS: P.O. BOX 1224 MINNEAPOliS. MN SS440 I PH. .' 700 IfES 2.20.96 I "mo men';" W 0' 0;"''0"'' m "''''' '0""'" w. '"'' '"'' "'""""'" M' ""'" , . "'''''''' ^' ""wW ~ Ms. Jenni Tovar Planner City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, Minnesota 55372-1714 February 24, 1999 RE: Building Addition for Holiday Stationstores, Inc. 16800 Duluth Ave. S.E., Prior Lake, MN Dear J enni: As per our phone conversation today, I am diligently working on the remaining items that you have requested of Holiday Companies, which include: revise the survey to reflect the proposed carwash, revise the landscaping plan to reflect the (5) five shrubs that were inadvertently omitted from the final construction plans and the letter of credit for the proposed landscaping. Pertaining to the carwash addition enlarging from the approved 23'-0" to 24'-4" which is shown on the construction drawings. The reason for this is to maintain the ingress and egress in room #113 (Equipment Room) and more importantly to maintain the recommended clearances around the carwash equipment during installation, operation and maintenance. I do hope that this small increase in building size does not produce any implications in completing the permitting process. If you should like to discuss this in further, or need additional information, please feel free to call me at 612-830-8884 Sincerely, HOLIDAY STATIONSTORES, INC. !/:p ~ Joel D. Geil Project Manger cc; John Baregi (Holiday Stationstores, Inc) Mark Nelson (Holiday Stationstores, Inc.) [sel _ . [!iJ Holiday Companies l":f.N. OfFICE: 45~7 wrST 80Ih 5TRfEl/ MAil. ADDRESS: P.O. H(JX nl'l MINNF.^I'OI.lS. MN 55.140 I PH. ~lHI.lU.8700 I MX 1>!1.H.lU.MM CREDIT r,lFFIU. SSlll W. OlO ~H^K()P(( RD.I M^". ^I)I)~f.>S: P.O. SOX 1>11> MINNEAPOLIS. MN ~~441l/ 1'1"1. 612.nl.."OO/ f^'" 612.92I.;l'l~ Ms. JeIUli Tovar Planner City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, Minnesota 55372-1714 March 18, 1999 Sent via flu only RE: Building Addition for Holiday StatioDstores, Inc. 16800 Duluth Ave. S.E., Prior Lake, MN Dear Jenni: I have enclosed for your use a copy of the landscape cost for this project. This cost is what we based the L.O.C. from. This contractor may not receive the project, but is in the running and the only one that I could pull this cost from. I believe that is reasonable. If you should like to discuss this in further, or need additional information, please feel free to call me at 612-830-8884 Sincerely, HOLIDAY STATIONSTORES, INC. t.::: Project Manger ;g.. 31-'~ ~~~. c0/10'd 8~91 0(8 c19 S3IN~dWO~ ^~aIlOH ... --.'.-",---"---". 10:(1 6661-81-~~W "-.. \ c0'd "'~101 I III n... ......,. "..--- -- --. ., ~ \ L I ! .8>h~bee :a~dc:rs, Inc. j 66~ North Medina Street P,Q.Box8 Loretto, MN 55357 ,PhoneNo. (612) 419-1300 :F~No. (612) 479-3267 Date: Manh 3, 199' To: Joel Geil Compuy: Holiday Comp8JIi~ Fa: No.: 130..167. Re: Prior Lake, MN Project No.: FAX TRANSMITTAL ,M.elSage~ ~a1'ldscapil1g: $1.900 ilrrigation: $700 ,Call 'With any questionJ. lleply R.equested: DYes ~o From: Tony Godlewski Project Manager c0/c0'd 8~91 0~8 c19 S3IN~dWOJ ^~aI"'OH c0:~1 6661-81-~~W ) ......._,. , "- \ I .. .. // Commercial Building Permit Checklist For new structures in B-1, B-2, B-3 BY: ~ dCM0 Date: 3Jlt ft'1 Building ermit # ,." - D097 PID:.;JS - I 7 7 - ~o ~ -I Zoning: B-3' Site Address I c,toc UtJl(J111 Avt... Legal: L-L B ~ Subdivision: 6wo~s(/lI/L. ~ :>"t?Ad~ Date of Site Plan Approval from DRC? Proposed Use: Cl>\... W~ A-d ~ Permitted or CUP? t () P Date of CUP approval 10' ~- f? File/Reso. Number qg -113 f:.'" #9V-D~S I CONFORMS TO ZONING ORDINANCE I (YES ~I NO Yard Setbacks: NOT APPUCABLE Requirement Proposed ~l:SCOD~ SNOTMEETCODE . Front Yard B-1 30' &7 '-!- B-2 0' ( _13-3 ~ . Side Yard B-1 15' B-2 0' SO' @ ~ . Side Yard B-1 15' B-2 0' 7() I ....- "'I'r";'l "l1V ~ . 'Rear Yard B-l- 30' F. C(. B-2 15' SO" +-J- "'R_~ 'U ~ $"0' . Parking from Adjacent Residential 20' vf?'t . Commercial Structure from Adjacent Residential 60' . Churches, school, public, and semi-public structures AlIA from residential 40' Requirement Proposed . From HWY 13 50' from R-O-W 85' from centerline . From CR 42 150' from centerline . From CR18 250' from centerline L:\TEMPLA TE\COMCKLIS.DOC page 1 2/3/99 ..-...-.........-...-....-..-.- . ;-/dJ'dduj CITY OF PRIOR LAKE INSPECTION NOTICE Sil.. J!;JP# 9q ~9 7 DATE TIME SCHEDULED 5-14..tt1 1/; 50 ADDRESS '" 8QJ Ct J;JA ~ OWNER CONTR. PHONE NO. RMIT NO. 'It:! - 5'-1/ o FOOTING o FRAMING o INSULATION o FINAL o FOUNDATION o DEMOLITION o FIRE PREV. ~ PLUMBING RI MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLING o LKSHOREnNETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: 'i2::r ~ W6. fi.k ..J \1e..,.:;t ok.... S. AM- 0\1\- ~ 1r W~ LV\M.- c: / / v Owner/Contr: Inspector: R THE NEXT INSPECTION 24 HOURS IN ADVANCE. - -, ...- .'T ..... DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~-ZI4q 10:30 ADDRESS \" eOO ~ . 0.. tJ? ~ OWNER CONTR. PHONE NO. PERMIT NO. Qq.'i7 o FOOTING o FRAMING iESULATION FINAL o FOUNDATION o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLlNG o LKSHORENVETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: ~o\ f~ 1f~ Inspector: OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUL 'MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ..,-...... T DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~/zzlt9 3 : 30 ADDRESS /~800 DULUTH AVe:- . OWNER CONTR. PHONE NO. PERMIT NO. qq-97 o FOOTING o PLUMBING RI o EXC/GRAD/FILLING o FRAMING tJft o MECHANICAL o LKSHORE~ETLAND o INSULATION o WATER HOOKUP o COMPLAINT ~AL o SEWER HOOKUP o SEPTIC FINAL FOUNDATION Nit 0 SEPTIC INSTALL f\. 0 FIREPLACE o DEMOLITION ~PLUMBING FINAL }t q.....S o FIRE PREVo o SITE INSPECTION '~~ F ~ c~ ~ o WORKSAT ~~ECT r.RECT Inspector: 30 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. 1REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl T DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ) : 3t) ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. 9~'0c;9 o FOOTING o FRAMING o INSULATION o FINAL o FOUNDATION o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL A~WATER HOOKUP SEWER HOOKUP EPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLING o LKSHOREANETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: ~ f\ ^ () ~S\ ~~ Oct) p rye.- ~o P.-tVL &r~ OlA-- FOR REINSPECTION BEFORE COVERING Owner/Contr: 230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. UIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI 'T DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 4 -'2..\-cttt '2.:-bb ADDRESS l~~OO ~ ~ OWNER CONTR. PHONE NO. ~FOOTING "~ ~RAMING o INSULATION o FINAL o FOUNDATION o DEMOLITION o FIRE PREVo 11 PERMIT NO. qq - q..., o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLlNG o LKSHOREnNETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: , SO'U ~<A. ~1Y\t-Of) <;d- ~ ~~ ~, \- c---J.. V~ \)~ F R REINSPECTION BEFORE COVERING o CORRECT Inspector: Owner/Contr: CALL 44 -4 30 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQ 'REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl T DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 4-1(., ...qr; to : 3J ADDRESS I b Bco ~ Avt OWNER CONTR. PERMIT NO. q<:j-(j7 PHONE NO. o FOOTING o FRAMING o INSULATION _0 .1l'NAL ~ YFOUNDATION " o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLlNG o LKSHORElWETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: Q..- \ 5 'V\..6~'1JY'1 o V'\. r~~~ 60- crv Co \fV- Inspector: Owner/Contr: OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! T