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HomeMy WebLinkAbout2002 P04908 - new structure PERMIT CITY O F ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P04908 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 2/26/2002 SITE ADDRESS: 2040 Wayzata Blvd Long Lake,MN 55356 PID: 34-118-23-21-0036 DESCRIPTION: UBC Occupancy R1 Proposed Use: Residential Construction Type I Permit Class: Building Census Code 105 Permit Type: New Structure Permit Sub-type(s): New Apartments/Condomii DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 18,523.75 Valuation: $ 5,100,000.00 Plan Review Fee: $ 12,040.28 State Surcharge Fee: $ 1,550.00 SAC Fee: $ 58,800.00 TOTAL FEE: $ 90,914.03 APPLICANT: OWNER: Orono Housing&Redevelopment Authority 2750 Kelley Pkwy Crystal Bay,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLICA T PERMITEE SIGNATURE ISSUED Y SIGNATURE Copies: 1-File(Siinitures Required), 1-Applicant. 1-Monthly Reports. 1-Assessin2, 1-Finance Page 1 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: ti 0 z "-I-4 W c.sv' PID: DESCRIPTION OF WORK: et piA R.,-,v►‘37- - (3 u i l ct I ZONING REVIEW BY: i DATE APPROVED: Z.-X-C)-c�z- BUILDING REVIEW BY: �� _ DATE APPROVED: z.• -Q2 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLAN REVIEW Yes s/- No SEWER CONNECTION d'(.4 77F \\ STATE SURCHARGE Yes ✓ No WATER CONNECTION c)'7, INVESTIGATION FEE Yes No ./ PARK FEE �_ U,, SAC Yes — No SITEINSPECTION Number of SAC Units y q OTHER (specify) ZONING CHECK LIST Zoning District: et ( P v 6 Fire Department: L.(,. Post Office: Li— School District: AO& Lot Area: Sq.ft. r 7 b,q K 4 Acres l - Width i 046-6. O 14'4- Depth Survey Submitted: Yes )X No Date of Survey: I I. 30- 0 1 Proposed Setbacks: Front(Lake): 1►5' Right Side: (v(o•!°t' Rear (Street): S‘1.19' Left Side: 52..lyr Adjacent Structures: N (p► Wetland: I SO' f Building Height: Def. Hgt. Peak Hgt. /40/eavelCo• N w Lot Coverage: 0-K 1.4el(012( 1 0 . Grading: Staff Approval Date: 2- 'Z.0 - m V By: TO," Council Approval Date: - Septic: Staff Approval Date: N I A By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): I Z -`7 - o t - 1L0 v Co 7 BUILDING REVIEW CHECK LIST UBC: R- I /5•3 CONSTRUCTION TYPE: T9 e t' ,- / V k h,o v O- . .• Sq Footage $Per Sq Ftg Basement x = 1st Floor x = _ I 2nd Floor x = Garage x x = TOTAL Estimated Construction Value: $ 5, t 0 O,0 o O. o O Inspections Required: Work Requiring Separate Permits: Site XC Plumbing Fire Hardcover Removal Mechanical X Water Connection x Footing Septic —,Z Sewer Connection X Framing '< Fireplace aC Lawn Irrigation XC Insulation (Masonry) Other )( Wall Board x (Mfg.) Well (State Permit) 9-Final Grading/Filling s- Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 Total Fee: $ CO L Date Received: Entered By: L Permit #: f}U v? CITY OF ORONO — BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: 2040 Wayzata Blvd. West ZIP: 55356 Orono Woods Senior NAME OF OWNER: Housing, LLC. PHONE: (home) (work) ( 763) 377-7090 MAILING ADDRESS: 3191 Shorewood Dr. CITY: Arden Hills ZIP: 55112 CONTRACTOR: Frana and Sons, Inc. PHONE: ( 952) 935-8600 CONTACT PERSON: Dan S a i ko MOBILE/PAGER: ( 612 ) 965-9826 MAILING ADDRESS: 633 - 2nd Ave. S. CITY: Hopkins ZIP: 55343 STATE LICENSE: # 7620 ARCHITECT/ENGINEER: MHWB Architects PHONE: ( 61 2 ) 332-5420 MAILING ADDRESS: 1201 Hawthorne Ave. CITY:MinneapolisZlP: 55403 NAME: Michael Nelson REGISTRATION# 16390 TYPE OF WORK: New x Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): 2 and 3 Story Apartment Building S . Ft. of Entire Building STORIES: 2 & 3 S�.FEET OF EACH FLOOR: 31 , 080/Approx. NO. OF BEDROOMS: 1 1 9 GARAGE STALLS: ATT. 76 DET. 39 ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 5, 10 0, 0 0 0.0 0 I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE:, / " / " DATE: December 5th, 2001 Oi et' 151 IA°ICY NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subdivision I. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual An individual asked to supply private or confidential data concerning himself shall be informed of (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the datafound to be inaccurate or incomplete and attempt to notes past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)note the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S.13.04,Subd.2, "Rights of subjects of data';we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local,state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. PLEASE PRINT First Middle Last Address City State Zip Phone I understand my rights as stated above. Signature • • 10 , Confirmation Report — Memory Send Time : Feb-21-2002 12:08pm Tel line : +9522494616 Name : CITY OF ORONO Job number 438 Date Feb-21 12:07pm To 9529358644 Document pages 002 Start time Feb-21 12:07pm End time Feb-21 12:08pm Pages sent 002 Status OK Job number : 438 *** SEND SUCCESSFUL *** cy ��'o • DoZ C:?/-Ol"OYIO 2750-Ketley Pa *way . P.O. Box 66 • Crystal Bay, A�I1\T 5532.1 (952) 249-4600 Fax: (95.2) 249-4616 -FAX T'RANSIVLISSZQN COVEF:.SFIEET Date: -r-72/�00, To: /4---.1;4e /6-32----..", --- /,7G'J— Fox: ',SC?/ "Th GS .?-;27 C7 - YOUS _FIOLTLD RECEIVE PAGE(S), .121..C.LLTDIArG THIS COYER SHEET. 11c.'YOU DO NOT REC.EIYE ALL TI,!E PAGF--C, F.—LEASE CALL (952) 249-4tr00. • ?s . :. 4, • . _ ° City of Orono � � �� 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 (952) 249-4600 . Fax: (952) 249-4616 FAX TRANSMISSION COVER SHEET Date: -, /j(i c1, To: / / /)6.--N E 1)/C;l Fax: ( q:3 3 6??(; 0/ Re: /6 / g i/h,' f j� y Sender: I J-/'?/ -- YOU SHOULD RECEIVE ) PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (952) 249-4600. 9 11ALQ al C Lb bbt' DATTIME CITY OF ORONO CALLED IN (/ i6/`' INSPECTION/340'1)9E SCHEDULED (0 // e/04 /6 ' to PERMIT NO. ?l 4( & COMPLETED /` h ,/J ADDRESS G 4'O (..(- t-'14)cc / /Uv" 2 s-- OWNER CONTR. Frail 2 f 3077 S T EPHONE� 9(oa` J 92 DESCRIPTION Q-4-�L � 6 b W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Lt. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ci) O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LLI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:, YES_NO COMMENTS: r,/‘__ /��*6 'Jt-�Lk a-0-0/1412- cc cc c�y�Ya2 0 >. cc 0 LLW CC Q W Z W CC d / 2 f�'WORK SATISFACTORY:PROCEED OJECT COMPLETE WO CORRECT WORK&PROCEEDBSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C..) BEFORE COVERING x PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR !.:1 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContract�Inspector White opyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. P051906 COMPLETED b-i6 -0`I /0:coo ADDRESS 24'(0 t.J'4-y-7,t-711 ,QC, OWNER 0/6)20 (1)00 645-' CONTR. TELEPHONE NO. DESCRIPTION �2 4, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION ' &5 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO cam., COMMENTS: cc Lu cco — CvNuLe.,t—z S cc 0 cc cc ,'WORK SATISFACTORY:PROCEED ,PROJECT COMPLETE CC W ElCORRECT WORK&PROCEED /ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING _PERMANENTr CI CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN 1 lo 0`1 V INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on s' Inspector- White Copy/Inspector's File Canary Copy/Site Notice 1 2 e1 ° DATE TIME CITY OF ORONO CALLED IN WOO— I- On INSPECTION NATICE qSCHEDULED q.—C2-- e� PERMIT NO. D ! a 6 COMPLETED ADDRESS ®4-/0 G-J', OWNER U CONTR. t A.11-4-,-et-5) c TELEPHONE NO. (, /a 7(® S" 7 K' So DESCRIPTION LL, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Ci) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL CI • ' • :i! 1 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL ,LOP 14 SEWER HOOK-UP 06 PROGRESS 0, 07 0 EMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP tli 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: tct!cc— pl NC —e-alAl)C Ot_afele, t Ck4; 11 %—CIA+04 800 r'S +0,r 114.41,evk. c00 a cc 0 W cc Q W z W cc 2 /ORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED CISTOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice 3 ,.,c.- 3 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED "7• ii 00/4Lf PERMIT NO. PC) /90'P COMPLETED ADDRESS =a2(-<�O (cJa'3i7ct i7,-- OWNER / CONTR. //7 &4 .' SUr S o TELEPHONE NO. '" /� (il".5� 7 4 DESCRIPTION �' � - / —1 t�' c—��e %�c'I'\ W01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULAT 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP iti 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES NO <--- O COMM ' TS: cc a . e,kLk' 6L,-fifferc46-7—ie.)-&--A-A) .4../.1. --, s 7-e...e 1) c ,-,, 61-c_t-T-is-;_i)&.0>. ^"" O Lt. r 0 7 re,a---1 Ph. 4—rtr cic — 5A , cc 4.. 1-,C_ ---r -P it. q iti i 7--sW A__krk ,„ a WO 7CZS ji -- (� L • ❑ SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ei,ot ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Co •-:`oron site: Inspector. + !_ White••py/Inspector's File 0anary Copy/Site Notice DATE TIME CITY OF ORONOZ' CALLED IN INSPECTION NOTIC �� SCHEDULED PERMIT NO. D COMPLETED ' ADDRESSZ4'0 Cvr° Z-`r !l t }s/ OWNER CONTR. TELEPHONE NO. MAP'B E DESCRIPTION G.ti - 'b >. W 01 FOOTING MECHANICAL RI 18 EXCAV/GRADING/FILLING V, 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cccc O cc 0 cc Q z cc ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contracto ori it Inspector. \/ r l{-- White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N SCHEDULED 7-ZZ PERMIT NO. (1'1 COMPLETED H 14., ADDRESSe C/a 2c-di-- Ye I VC9 OWNER CONTR.Pc ,1r --' TELEPHONE NO. 6 /o 97(i>c- (a. ,- DESCRIPTION JA:-..-1 ' 2_ r2t-r,62- 0 11 MECHANICAL RI 1''EXCAV/GRADING/FILLING Q 2 F ING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 0 ULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `I 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc W Q. CC 0 a CC 0 W CC Q tiW Z W CC d 2 ORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor o Inspector. White Copy/Inspector's File Canary Copy/Site Notice 64,(,... 1 ,\,....,\ c2,,,... V/ DATE TIME V RONO /CALLED IN CTION NOIR) iiI) D, SCHEDULED _____ C)Z C ERMIT N0. J x COMPLETED ADDRESS -l"40 LOO-(.ffi fn 1 a OWNER CONTR. -(4 fel/ --- TELEPHONE NO. t.c ( a - 'ice c, .;--. DESCRIPTION J- -y4,L ((C h Cr ,3 I, W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING L. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 1.14 09 PLUMBING RI 23 SEPT C F AL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: ES_NO o COMMENTS: cc W Q. O 0 tC fc� (2-0 i...,2-- 3.4....e recD 0-1-, a _/�— cc ( K T� IWSo L o u ' 2 ' C-<-S LU 2 —I- C r —sf - Sim CC Q (-�Q y6tCO3 C 0--CC 6 •—i 322 W W cc Lct ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O(..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContrac e •n0 Inspector:MIA White Copy/Inspector's File Canary Copy/Site Notice \,/ ,/ A DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE . SCHEDULED '1/ 3 a PERMIT NO. Po -Iv 0 COMPLETED ADDRESS o2() 4L`%c - - (3I Vc_A (Prpts) OWNER CONTR. (`CLnQ A :tY1S TELEPHONE NO. U \ - 7-73 --C1 2-L'' ra • DESCRIPTION Poo(4-la-Q ina (L 1c-�---I c fl - 3 1 i 0--t--- Is. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING LL.• 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP st IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL si Z OWNER/CONTRACTOR TO MEET YOU: YES_NO • COMMENT,S: cc 4.1 404 g-'Q. - 4'A) tT S. o C.-(N j--r�S -< 0 ,0' .-1'9(1.. .01 cc • S /0-i ' ,(.) -S 4- o ;ere) A rtiAte _ /2-1 Cc /alki P 7.- ---A---LA)ily W Z W cc J Wud WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CICORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY 0 El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owne '. ctor on site: Inspector. to Copy/Inspector' File Canary Copy/Site Notice /_ DATE TIME CITY OF ORONO CA LEB1 INSPECTION NOT SCHEDULED U18 1.0.1.3D PERMIT NO. �q COMPLETED ADDRESS j` 2--CLIC LUiC k- `6C i iel OWNERNT i CO IR.,, /'CYI'I�"� � �� TELEPHONE NO. ti (,? --c-i( 5- cif21, E DESCRIPTION r(111/L1 ,3 r a- �.r`) Ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS /g,''F 0SULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS ti 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `•1 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 1U09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL <--- OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: Q 14.1 cc Q. 3 k 4 ed tes 7- O 0. k? /id LS' er.-f It_X 7. ---p- ccO W D6c �- >, j) �vG�t� S cc .t z W z W cc d LU 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARR• GE ACCESS. CaII for the next ins.. n 24. . ' .d ance. (952) 249-4600 Owner/Co .ctor on site: /, . i L, ,( Inspector C,, �" / i White C.pyllnspector's Ale C nary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE to SCHEDULED '7-�- / & ) I44 PERMIT NO. /')7 7�O COMPLETED ADDRESS 016 `L� Gft�<u 'z l_ a!(/D- OWNER CONTR. � t , Son r TELEPHONE NO. 6 I er 9 I S— c.rl,..7 ._, DESCRIPTION /r 'yj/ �,j rT ( / �'f W 01 11 MECHANIC&RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Cl) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL <---- OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: cc 4.1 Q. ./ — Ao p, x6iL- e 0 e(< cc0 cc a_ . , � f L _ i1 , W CC Q W Z W d Lli ❑W SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins. - ton 24 • r f n ad ance. (952) 249-4600 Owner/Contractor . site A:4i .^ 1 A» - Inspe . .OFe . , , opy/Insctor's File - C Tary Copy/Site Notice r '/ L' DATE TIME CITY OF ORONO CALLED IN INSPECTIONTICS SCHEDULED `�27-C Z 1/.'OD PERMIT NO. JO q /0 6 a-SD-0�, ADDRESS % • � OWNER •TR. F".4r-ct • TELEPHONE NO. (p i — R S- 7 a_p_ co 1.- DESCRIPTION LL, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING c 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Q 12 WATER HOOK-UP 17 SITE INSPECTION 05 FIN' 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO jj'� • COMMENTS: I6S(.tp-- +ewt \. �.CJ, 4 b/ lo-/4-o z I "" '�P..`�'IMcwtvl e. -VP,A`o✓' Yl avtet trot I N. tx —s clevuct.l Ic 4o rear -1-- re- ex* o la sc. cc - &. ;+ -- c�e ;lrc�s (4vt**- kcAvrOovA6 Z — betel--b-back. &ashen boxes W CC IQ /WORK SATISFACTORY:PROCEED LI PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY 0 CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contrac o�i site: Inspector. vO j White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO I CALLED IN INSPECTION NO CE dSCHEDULED __--i S- C-2\ I I, 6 0 PERMIT NO. I a (-/'7COCOMPLETED (c ADDRESS ALJ _ i A_I �M OWNER ! CONTR. -1—JLctnA___`=t- 4 a TELEPHONE NO. (o (D— 9( 5 7 ga(.c - Q . DESCRIPTION 91)2-e-L F o- W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cc 02 FRAMING 13 MECHANICAL FINAL cc f 19 LAKESHORE/WETLANDS CI) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 6. 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LLi 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: CC O _w ��1�.ii CCO W CC Q 6. W Z W CC �,/ ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑jCORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OU BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContr or s )(4,..„._____i Inspect° White Copy/Inspector's File Canary Copy/Site Notice Ace / DATE TIME CITY OF ORONO CALLED IN INSPECTION OPTIC. SCHEDULED PERMIT NO. �> '(( l COMPLETED C 2 ADDRESS C 0 (i CV- i - OWNER "ONTR. T/A.4141. 'er Al 4 TELEPHONE NO. ( 7 C='.S 7 - k E DESCRIPTION 01 F 1GlC}_ 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS • 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LIJ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTO•TO EET YOy: YES_NO • COMMENTS: . If -/c ^ eC i c!i7 c= ,0�#0 • sr LT, il,z',6. .e 1 o (4 � - J 01- p-eeci , -?,fP.--ot4.64_ o e- �-s S^ , ret ,r 1 .51 Q`f2 3 � / 'Pfrf/1d2d , — :2-e)61 W z W cc S d WQ CI WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W,ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN p CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con ,: \ Inspector. Gy� �t'`K White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN _ INSPECTION NOTICE SCHEDULED ,3 00 q PERMIT NO. p,619c? COMPLETED �-5- >a&) U , .'C( � Zz3 'ADDRESS O & /`-')/(//c1 OWNER CONTR. 0 (L;i1het-r- TELEPHONE NO. Cr ie C.CS� C/e?-7)( 714-U' DESCRIPTION �)`�, ` S` /0 / 14, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 3. 03 INS TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC INAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: CC W Q. o / 4 i/ 0 ! /03-//Z 2 21-5 , Q3- /2-- 1/ cc z W z W cc d ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Lu W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. Ma — -C_Ole) White Copy/Inspector's File Canary Copy/Site Notice / DATE TIME CITY OF ORONO LED IN INSPECTION NOTICE ()) SCHEDULED -' PERMIT NO. 0 ° COMPLETED 6 3--0 1 k'-3 0 ADDRESS D....& LD v""`y Zc\ (31•1 OWNER CONTR. C r'\\G r•-. TELEPHONE NO. DESCRIPTION w"\)-C.{' " . 44 LU 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. G TER HOOK-UP 17 SITE INSPECTION ct 05 FINAL 1• SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: ES_NO oy COMMENTS: cc .r Q. 4 ; NI&_ 1 rN A Pyr} ,-.1-- fmcs7:L Nzc) o ....„".11,- \.� - a�OO f a S �e\d N. ASSt c `J 0 W cc Q LoW z W cc 2. /ORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W //CC ❑``CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins cti 24 hours in advance. (952) 249-4600 OwnedContrac On site: r. CUb� kten,v,....-;___,_ Inspecto White Copy/inspector's File Canary Copy/Site Notice CITY OF ORONO V CALLED IN DATE TIME INSPECTION TIC g ,/ SCHEDULED PERMIT NO. 0 l 0 COMPLETED 6--1—d"L if:06 ADDRESS D.dLIO -cyZ0 /1ivd OWNER CONTR. -rnT',‘0^k.. TELEPHONE NO. EDESCRIPTION Se ►,,(( d- v\--.14*c 1.h e fe jj"> ((,0-#..,urj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRA /FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS y 03 INSULATION 4/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 1 ATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL EWER HOOK-UP 06 PROGRESS 07 DEMO-SITE SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP sI Lij 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: 6CI,,er cL waft/ cc a r � + ,� Y}rv\\ CST OK 'Cor � �' � ,drXc O scc ;dem. (p,.N.AtO o-C Se_we.r_ >. cc W Q 1s4 pas `/Z Lour k#-cr_ (Ao fps.° to — -5 -cr i.�tsso, , i-tSt Le 1c) Li PaS `1 Lu cc 0,-0o a w WQ ❑WORK SATISFACTORY:PROCEED pc1Sst j PROJECT COMPLETE _St vv J W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C) 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑ INSPECTION REQUIRE%CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contr ctor on site: fill ‘a Inspector. V R. White Copyllnspector's File Canary CopylSite Notice / DATE TIME CITY OF ORONO CALLED IN INSPECTION IWTICE SCHEDULED PERMIT NO. r 0 L-4-7 O COMPLETED S=31-01. "N'-04 ADDRESS 0.-b'- It w ck.–i 2..,eo`, t\vc , OWNER CONTR. YCA*4\61. TELEPHONE NO. DESCRIPTION ov•-",."'1-6i 6 5*,-4-t r 5 LI.. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION •/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. � ATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL CP EWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWN ERICONTRACTOR TO MEET YOU YES_NO • COMMENTS: -S'`--; ,.---r c\'r 3-1- 4 Qa5 co, L'1 rs:rcc � Q. cc �/ Dk �" rtJ O ,.. cc — „.W cc Q .... z tee--rc,r ,kes .i.-- SU Qa-s 4( i kr- W CC -ce _ C a'r ‘\•`U Nb--t- V-‘,532 IQyWORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W ❑CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY CI)O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hour,in dvance. (952) 249-4600 Owner/Contractor on site: Inspector. P-0155,.C.-r.,—,1° White Copylinspector's File Canary Copy/Site Notice bd,Z• /741)./ ATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ' / SCHEDULED PERMIT NO. 67 7 V COMPLETED S- 11-2- d% ADDRESS , ? 0 ) )a-- 3 cdee 15l rd OWNER / CONTR. r ( (1„ .0)9/3 TELEPHONE NO. tlr 1 C'i s 9'k2cQ 1... DESCRIPTION ‘,,413,L.,C.-/6r / W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING c 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL S OWNER/CONTRACTOR TO MEET YOU: YES_NO CO MENTS: I, ,..,e, , id • 4 Pr ., ..4,Livo le leg Awer r:c‘/I,/4* �,,I , 1 r - 6h ei- W ' Q 6) bocf Si�2s 0- / z 3, rFc34A f /1 tMCS h rete, /0c}44< =e, '' (.17i-eA Epu-i- Lazil'7 eevy iO'Cl 0 -a. L. rc . 41 i - dlr. I a, ' IL.r 2 0 LU 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC W `'ORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRp.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site:/� Inspector. l'"l�i/(�-tk-6I1 White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ( l PERMIT NO. yo 0 ( COMPLETED -36 D,..D 0 ADDRESS a Oy D \^'v\YZcl sc\ \Nc)r OWNER CONTR. r ro TELEPHONE NO. DESCRIPTION S o rN ;ll- r P r +e s- S W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W• 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL .EWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU)ES—NO o COMMENTS: /`keNgkpk\ -}QSfi _ D- Sec r,c 3ri.5.5 ) cc cc O x� W ��_ `—{ oK c .) Q 1 DD W 1 ��� Z W tz �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY UO BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN F CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 OwnerlContr ctor on site: Ikii__ Inspector. C a�31 White Copy/Inspector's File Canary Copy/Site Notice t. fC---51CP�1(11 " - DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED i�iirg,'W:0 PERMIT NO. FUW(--)(Y COMPLETED ' .° • Q' ADDRESS L% 'JO C�..)(c'-‘50-10--- ^ /-L'C, OWNER CONTR. f/64/7/?d dr 1 iS TELEPHONE NO. 6.0 _( 5l(Y, DESCRIPTION ig c„,1ni ci,97 LA, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/ DING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKES RE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `-I 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP kJ09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o C. MENTS: W lw,, _ 11 p t eS cc o cc S o U✓Y). 3. 6 a /&&<, 1a 0 W tz Q COW Z W cc 0 IQ 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /Ye/.4 -1 l White Copyllnspector's File Canary Copy/Site Notice e,c_. cE5'%, ,e'r- COREFILL STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments, Orono, Minnesota 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerback Berger, Inc. �� Minneapolis, MN 55447 General Contractor: Frana & Sons ��,., Ph.Ph. (763)559-1859 Concrete Contractor: Hicks Concretekw:A Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A SUPPLIER: Aggregate Industries REQUIRED STRENGTH AT 28 DAYS: 3000 PSI DATE CAST TEMPERATURE CROSS- DATEDATE AGE PASS SECTIONAL MAXIMUM LOAD COMPRESSIVE SET NUMBER RECEIVED SLUMP(inch) AIR% MIX(°F) AIR(°F) TIME TRUCK# TESTED (days) YIN LOCATION OF COREFILL PLACEMENT AREA(in) (lbs-force) STRENGTH (psi) CF1-A 2/13/02 CMU Wall 2/20 7 28.0 72600 2590 C CF1-B 2/14/02 Southwest Wall 3/13 28 CF1-C 3/13 28 CF1-D Sp ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens February 20, 2002 ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 476 Standard Specification for Grout Masonry ASTM C 1019 Standard Test Method for Sampling and Testing Grout ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete -» Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available -• Test specimens were cast in 6"x 12"molds with a cross-sectional area of 28.27 in2 Test specimens were cast in 4"x 8"molds with a cross-sectional area of 12.56 in2 Test specimens were cast in 3"x 6"molds with a cross-sectional area of 7.07 in2 - Test specimens were cast in prism specimens the cross-sectional area is noted Copies To: Types of Fracture ASTM C 39 • Mr.Mike Benedict-Frana&Sons • Mr. Dan Saiko-Frana&Sons : : p...„........_ _ • City of Orono I Ryan F.Schmidt, P. . Project Engineer Cone Cone and Split Cone and Shear Shear Cotumner (a) (5) (c) (d) (e) I CONCRETE STRENGTH REPORT ' Q'10 GCJ -�.� � GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments, Orono. Minnesota EMI 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. Minneapolis,MN 55447 ��� General Contractor: Frana & Sons .....,,� Ph. (763)559-1859 Concrete Contractor: Hicks Concrete L ' Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP(inch). SPECIFIED AIR CONTENT(%) REQUIRED STRENGTH AT 28 DAYS: 3000 psi MIX WAS NOT PLASTICIZED. DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH(psi) PASS Y/N • LOCATION OF CONCRETE PLACEMENT 6A 1/24/02 Footings 1/31 7 29.7 94000 3330 C 6B 1/25/02 Front Lobby Area 2/21 28 29.9 145700 5150 Y D 6C 2/21 28 29.8 150200 5310 Y C 6D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field January 31, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight, Yield&Air Content(Gravimetric)of Concrete February 21, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons • Mr. Dan Saiko-Frana&Sons . . II, I I 'R I • City of Orono . I I l i Ryan F.Schmidt, P.E. Cnno Cone and Spill Cone anti Shear Shear CoIno,ner Project Engineer (h) ,) 5^) t") CONCRETE STRENGTH REPORT (2(J`K (- , , , . .,(,. - rpm GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono. Minnesota 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 General Contractor: Frana & Sons Er:4_11.1:-•'"4, Ph. (763)559-1859 Concrete Contractor: Hicks Concrete MI or.A Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: -I CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): 3000 REQUIRED STRENGTH AT 28 DAYS' 3000 psi MIX WAS NOT PLASTICIZED: DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- SET COMPRESSIVE SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR MIX PF) AIR P F) TIME TRUCK# TESTED (days) (lbs) force) PASS Y/N • LOCATION OF CONCRETE PLACEMENT _STRENGTH COMPRESSIVE 7A 1/25/02 Pier Footings 2/1 7 29.8 79500 2810 C 7B 1/29/02 West side of Building 2/22 28 29.7 130700 ' 4620 Y C 7C 2/22 28 29.8 131800 4660 Y D 7D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field February 1, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete February 22, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. -► Test specimens were not cast by GME Consultants-No other information is available ▪ Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons • MrDan Saiko Frana&Sons p trk IV. • City of Orono 1 I ! I Ryan F.Schmidt, .E. Cone Cone and Spilt Cone and Shear Shear COWmner Project Engineer ao mi a=0 (d) (0 CONCRETE STRENGTH REPORT ,)D (zz (-) (,Oa GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono, Minnesota cm 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 Ei '. . General Contractor: Frana & Sons ..,,�.r Ph. (763)559 1859 Concrete Contractor: Hicks Concrete Fax Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries 1 PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): 3000 REQUIRED STRENGTH AT 28 DAYS: 3000 psi MIX WAS NOT PLASTICIZED DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX P F) AIR P F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH(psi) VEPASS YIN LOCATION OF CONCRETE PLACEMENT 4A 1/22/02 North Wall-Middle Section 1/29 7 29.7 115300 4080 C 4B 1/23/02 2/19 28 29.8 155000 5480 Y C 4C 2/19 28 29.9 168100 5950 Y C _ 4Dsp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field January 29, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete February 19, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. -4 Test specimens were not cast by GME Consultants-No other information is available .. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr. Mike Benedict-Frana&Sons IP • Mr. Dan Saiko-Frana&Sons 1 \ • City of OronoI - Waft-- ` Ryan F.Schmidt, •.E. ' Project Engineer �.:, (i-ii rn h0 (") • CONCRETE STRENGTH REPORTGME Consultants, Inc. Project and Location: Orono Woods Senior Apartments, Orono, Minnesota mi 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. Minneapolis,MN 55447 Er_-_,.........,General Contractor: Frana & Sons Ph. (763)559-1859 Concrete Contractor: Hicks Concrete _ 01111r41Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): 3000 REQUIRED STRENGTH AT 78 DAYS: 3000 psi MIX WAS NOT PLASTICIZED: DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH COMPRESSIVE PASS Y/N LOCATION OF CONCRETE PLACEMENT 5A 1/23/02 Footings 1/30 7 29.5 117300 4150 C 5B 1/25/02 North Wall-West side 2/20 28 29.7 144000 5090 Y C 5C 2/20 28 29.5 145300 5140 Y C sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field January 30, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete February 20, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. -» Test specimens were not cast by GME Consultants-No other information is available ▪ Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons • Mr. Dan Saiko-Frana&Sons , . i ,.. I R-1° - • City of Orono I I ' Ryan F. Schmidt, P.E. i, Cone Cone and split Cone and shear shear colu^,ner Project Engineer (a) (b) (0) (d) (e) CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono. Minnesota Emil 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 General Contractor: Frana & Sons �r Ph. (763)559-1859 Concrete Contractor: Hicks Concrete Lt�4 Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER. Aggregate Industries PLANT: MIX'. CUMULATIVE QUANTITY: YDS SPECIFIED MIX WAS NOT PLASTICIZED. SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): N/A REQUIRED STRENGTH AT 28 DAYS: 4000 psi DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- SETNUMBERRECEIVED PLASTICIZER PLASTICIZER AIR% MIX t°F) AIR fF) TIME TRUCK# TESTED COMPRESSIVE LOCATION OF CONCRETE PLACEMENT (days) (lbs) force) PASS Y/N • STRENGTH(psi) 9A 4/5/02 Garage Slab 4/12 7 28.0 103100 3650 D 9B 4/8/02 Northside-middle&east end 5/3 28 28.2 137000 4850 Y C 9C 5/3 28 28.1 147500 5220 Y D 9D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 12, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete May 3, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available - Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons • Mr. Dan Saiko-Frana&Sons �� � • City of Orono ��1• Ryan F. c mist, P.E. Cone Cone end Split Cone and Sheer Sheer Columner Project Engineer (e) (b) (o) (a) (e) CONCRETE STRENGTH REPORT - GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono. Minnesota Emil 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. ' Minneapolis,MN 55447 General Contractor: Frana & Sons ,�`3 Ph. (763)559-1859 Concrete Contractor: Hicks Concrete ``J Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): SPECIFIED AIR CONTENT)%): REQUIRED STRENGTH AT 28 DAYS: 4000 psi DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT PLASTICIZER PLASTICIZER AIR% MIX 1°F) AIR f F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH(psi) PASS Y/N ' 10A 4/8/2002 Slab on Grade 4/15 7 27.8 96500 3410 C 10B 4/9/2002 Garage-NE corner 5/6 28 27.9 115200 4070 Y D 10C 5/6 28 27.8 124600 4410 Y C 10D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 15, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete May 6, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. -+ Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons _ • Mr. Dan Saiko Frana&Sons - • City of Orono Ryan F. Sch idt, P.E. co e clo e a d SP...co e sbea, sea, cowmne, Project Engineer ,al lb) Ic, ,di ,e1 CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono, Minnesota rpm 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. I — Minneapolis,MN 55447 General Contractor: Frana & Sons �,'�, Ph. (763)559-1859 Concrete Contractor: Hicks Concrete L'� Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED ' MIX WAS NOT PLASTICIZED SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): N/A REQUIRED STRENGTH AT 28 DAYS: 4000 psi DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVEDLOCATION OF CONCRETE PLACEMENT PLASTICIZER PLASTICIZER AIR% MIX PF) AIR f F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH(psi) PASS Y/N • 11A 4/9/2002 Slab on Grade _ 4/16 7 28.5 107200 3790 C 11B 4/10/2002 Garage-SE corner5/7 28 28.6 135000 4780 Y C 11 C5/7 28 28.7 133900 4740 Y C 11D Sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 16, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete May 7, 2002 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons • Mr. Dan Seiko-Frana&Sons , 4r.1111.. �`1 • City of Orono • I• �`-1 a Ryan F. Sc id , P.E. Cone Cone and Split Cone and Shea, Shear Project Engineer ,ai (b) (c) (di le) - CONCRETE STRENGTH REPORT anfriGME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono, Minnesota 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 General Contractor: Frana & Sons I � Ph. (763)559-1859 Concrete Contractor: Hicks Concrete It.+inr,/ Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER. Aggregate Industries ] PLANT: MIX: -1 CUMULATIVE QUANTITY: YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): SPECIFIED AIR CONTENT(%): 4000 REQUIRED STRENGTH AT 28 DAYS: psi DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) COMPRESSIVE LOCATION OF CONCRETE PLACEMENT _ (lbs) force) STRENGTH(psi)'PASS Y/N * 10A 4/8/02 Slab on Grade 4/15 7 27.8 96500 3410 C 10B 4/9/02 Garage-NE corner 5/6 28 10C 5/6 28 10D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 15, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr. Mike Benedict-Frana&Sons • Mr. Dan Saiko-Frana&Sons • City of Orono — UR, Ryan F. Sch_m dt,�t Cone cone end Split Cone and Sheer Sheer columnar Project Engineer (a) (b) Ie) (d) (e) CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono, Minnesota 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 General Contractor: Frana & Sons illEmePh. (763)559-1859 Concrete Contractor: Hicks Concrete 1 '�"-ingsw_A Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS I SPECIFIED SLUMP(inch): MIX WAS NOT PLASTICIZED: N/A SPECIFIED AIR CONTENT(%): 4000 psi N/A REQUIRED STRENGTH AT 28 DAYS: DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX 1°F) AIR?F) TIME TRUCK# TESTED (days) (lbs) force) COMPRESSIVE PASS Y/N LOCATION OF CONCRETE PLACEMENT STRENGTH (psi) 11A 4/9/02 Slab on Grade 4/16 7 28.5 107200 3790 C 11B 4/10/02 Garage-SE corner 5/7 28 11C 5/7 28 11D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 16, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. Test specimens were not cast by GME Consultants-No other information is available - Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons ';---: --—"-- - i 2......____ ,‹ � • Mr. Dan Saiko Frana&Sons • • City of Orono _ Ryan F.Schmid , .E. Cone Cone end Split Cone and Shear Sheer Columnar Project Engineer 00 (b) (c) (d) (e) CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono. Minnesota �� 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. Minneapolis, MN 55447 General Contractor: Frana & Sons 1 �� Ph. (763)559-1859 Concrete Contractor: Hicks Concrete L'�►/ Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries ] PLANT: MIX CUMULATIVE QUANTITY YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): N/A SPECIFIED AIR CONTENT(%)• 4000 N/A REQUIRED STRENGTH AT 28 DAYS: psi DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX e F) AIR f F) TIME TRUCK# TESTED COMPRESSIVE LOCATION OF CONCRETE PLACEMENT (days) (lbs) force) STRENGTH(psi) PASS Y/N ' 8A 3/29/02 Garage Floor 4/5 7 28.5 112700 3990 C 8B 4/1/02 West Side 4/26 28 8C 4/26 28 8D sp • Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 5, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. ▪ Test specimens were not cast by GME Consultants-No other information is available ▪ Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr. Mike Benedict-Frana&Sons , • Mr. Dan Saiko-Frana&Sons ` • City of Orono Ryan F.Schmidt, P.E. Cone Cone and Split Cone and Shear Shear Cewmner Project Engineer (a) (b) (o) (d) (e) CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments. Orono. Minnesota �� 14000 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis,MN 55447 General Contractor: Frana & Sons r4-.1-1-4'.1 Ph. (763)559-1859 Concrete Contractor: Hicks Concrete pallor/ Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP,(inch): N/A SPECIFIED AIR CONTENT(%): N/A REQUIRED STRENGTH AT 28 DAYS: 4000 PSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX t°F) AIR?F) TIME TRUCK# TESTED (days) (lbs) force) COMPRESSIVE PASS Y/N LOCATION OF CONCRETE PLACEMENT STRENGTH(psi) 9A 4/5/02 Garage Slab 4/12 7 28.0 103100 3650 D 9B 4/8/02 Northside-middle&east end 5/3 28 9C 5/3 28 9D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 12, 2002 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test specimens were cast by GME Consultants, Inc. ▪ Test specimens were not cast by GME Consultants-No other information is available ▪ Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict-Frana&Sons - I • Mr.Dan Saiko-Frana&Sons C----c-- ) • City of Orono _ .I- I - : Ryan F.Schmidt, P.E. Cone Cone end Spm Cone end Sheer Sheer Columnar Project Engineer (e) (b) (o) (d) (e) Jun-18-2002 01:21pm From-CITY OF ORONO +9522494616 T-474 P.002/002 F-436 (Updated 2/12/01) CITY OF ORONO SALE OF WATER METER Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 GENERAL INFORMATION 1. Water meters must be picked up and paid for at City Hall. 2. Water meters must be set and sealed by Orono Water Department(952-249-4600)upon completion of meter installation. JOB SITE ADDRESS: C) 140 `t'i6ty 2 WM d2-t, e/ Type: Residential Ih u-Z t/ Commercial Occupancy ` Owner's Name: Fa-AIR Leh. vr Phone Number:7(2—7 a 3 c- . ©cf Mailing Address: City: Zip: '/ Contractor's Name: /MAW t°C Phone Number:7L 3 ` ��r- 4(PO Mailing Address: < 3L iv ea 67CitY ?,qi4 6 /Zip: .CP-S-1 METER INFORMATION (5/8" meters=$130.00; 3/4" meters= $180.00; 1" meters =$240.00) Serial Number: 2 2.-- Y4" Remote Number: 02-C° 1 © Size: Brand: Type: 3 c:onpotr\c< f\Ae-t€ Meter Fee: OTS L. $ 1, 9 L d . Oa OP Signature of Applicant: `root.,.. 111/� Pp I Date: 6 - 19 - 0 cc: addresss file, Utility billing De. ,cash re:iter TEMPORARY CERTIFICATE OF OCCUPANCY City of Orono Building and Zoning Department DATE APPROVED: 10/1/2002 SITE ADDRESS 2040 Wayzata Blvd. P.LD. 3411823210039 OWNER Housing & Redevelopment At BUILDER Frana & Sons MAILING ADDRESS 2750 Kelley Parkway BUILDING PERMIT: NO. P04908 DATE ISSUED 02/26/02 THE FOLLOWING ARE NOTED AS INCOMPLETE OR MISSING. THESE MUST BE CORRECTED OR COMPLETED AND REINSPECTED WITHIN 14 DAYS OR THIS CERTIFICATE WILL BE VOID. Failure to correct these deficiencies will cause occupancy violation citiations to be issued. 1.Permanet exterior handrail 2. sidewalk to rear fire exit 3. parking lot striping & second lift 4. landscaping 5. accessible unit bathrooms and #6 back to back washer boxes I hereby agree to make the above corrections and to call for reinspection within the time allowed: Owner/Contractor Date START BILLING FOR: City Sewer COCkle•efr•--- Building Official Tuesday,October 01,2002 White:Owner/Builder Green:Billing Clerk Yellow:File