The URL can be used to link to this page

Home My WebLink AboutBuilding Permit 08-0455, Alarm 08-0960, Fire 08-0767, S/W 08--790, Meter 08-0915, Plmbg 08-0608 DATE 71ME CITY OF PRIOR LAKE tNSPECTiON NOTICE SCHEDULED � ADDRESS f (Q�(p ( ��,(> �(�� OWNER CONTR. PHONE NO. PERMIT NO. 8�y�� ❑ FOOTING O PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI D COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLAGE RI ❑ INSULATION ❑ SEWER HOOKUP 0 FIREPLACE FINA� FINAL ❑ PLUMBING FINAL O GASLINE AIR TST ❑ TE INSPECTION ❑ MECH FINAL ❑ COMMENTS: � WORK SATISFACTORY, PROCEED � CORRECT ACT N AND PROCEED ❑ CORRECT O ALL FOR REINSPECTION BEFORE COVERING Inspector: OwnedContr. CALL 44 - 50 FOR THE NEXT INSPECTION 24 HOURS !N ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI �von D11TE T11aE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 1( O ADDRESS '�� WQ,tCQy✓l� � � OWNER CONTR. PHONE NO. PERMIT NO. � �" �� O FOOTiNG O PLUMBING RI ❑ EX/GRAD/FILUNG ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT O FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION O SEWER HOOKUP ❑ FIREPLACE FINAL �FINAL ❑ PLUMBING F1NAL 0 GASLINE AIR TST ❑ SfTE INSPECTION ❑ MECH F1NAL ❑ COMMENTS: � � �r �WORK SASISFAC70RY, PROCEED ❑ CORRECT ACTION AND PRO�EED ❑ CORREC7 WORK, CAL FOR REINSPECTiON BEFORE COVERING inspector OwneNContr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH d� SAFETYt uvs�vor� .� �� ,, �'� , /r ,. � . • y y�` t"', �� j . « �. � �' ; . GATE TIME CITY OF PR�OR LAKE tNSPECTION NOTICE SCHEDULED c5�� ADDRESS ��8 �( W+e l C C3�� l� OWNER CONTR. PHONE NO. PERMfT N S"' S� ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILUNG ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMiNG ❑ WATER HOOKUP ❑ FIREPLACE Rt ❑ fNSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL �FINAL O PLUMBING FINAL O GASUNE AIR TST ❑ SITE iNSPECT{ON ❑ MECH FINAL ❑ COMMENTS: �WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CA�L FOR REINSPECTION BEFORE COVERING Inspector: ' OwnedContr. ,. CALL 447-9850� R THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YDUR PERSONAL NEALTH dc SAFETY! r�ron C��e��Y��x�� .�� (��z��r CITY OF PRIOR LAKE �P��x��ex�f ��' �.ixT��x�� lx�s��t��t �Final Permitted ❑ Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 11 D of the 0 Residential / C� International Building Code certifyang that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following.• � � � .. �. � r Use Classificauon __ ��.�� T,n�� ' Bldg. Pernilt No. �� a Occupancy Type I,� j Type ConstrucGon m Zoning District Legal Description Owner of Building � � � F �� c I ��` � : ' Site Address _ 1 t� �'S v t L - �-�' � �!�% %� + C, / tl - > Contractor's Name & Address _� ) -<? . f . } � : . � � i j G' . �_ � ��' ` � �' ; d l.� � . �? � � �' � � t ' 1 ! City Planner � Bailding Official � Date: � f � 'r ( ! ( Date: POST IN CONSPICUOUS PLACE . . • sy-_ � . �s =ytr - ��;� :.- -.. � , . « . - , . . . � . . , . . , . . , (��x�r�� (��x�r CITY UF PRIQR LAKE ��ttx��e�� a� ��t��t� �l�cs��x��xr ❑ Final Pernutted � Conditional C,O. Expires 1��+��, v; � 1, �'�� This Certiftcate issuedpursuant to the requirements of Section I10 of the � Residentiat t � International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: � / � Use Classifica6on �":� ��. �� Bldg. Permit Nb! C v�I t ' Occupancy Type ' '�� Type Construction � �S Zoning District � I Legal Description j t t Owner of Building Site Address �� , l_ � �/�-' 1 '"l� r", .,� ti--� �' I ( P—r� �` r Copfr�Ctor's l�Tame & Address � " � � r - � ' = .� � ! t ` 1 {, ,� f ` ! . % ; 1 ' � � \ " � f ^ City Planner ;' Building Off'icial � Date: % j / �' r'�/j � Date: � -� POST IN CONSPICUOUS PLACE D11TE TINE CITY OF PRIOR LAKE INSPECTION NOTiCE SCHEQULED / (� ADDRESS j �� ,(f Q�� OWNER CONTR. PHONE NO. PERMIT NO. �� ^ �'�� ❑ FOOTING 0 PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATiON ❑ MECH RI ❑ COMPLAINT O FRAMING � WATER HOOKUP ❑ FIREPLACE RI ❑ JNSULATION � SEWER HOOKUP ❑ FIREPLACE FINAL �FINAL ❑ PLUMBING FINAL ❑ G S iNE AIR TST ❑ SITE fNSPECTION O MECH FINAL COMMENTS: Lr�,� , , t�" r u�?�� t' � a'� 3. ro o�-- �f . i � �' S � �u 2 � �� 5�� ,� �.�� T" o�' � � �—� 69 ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ION AND PROCEED J�CORRE W K, CALL FOR REINSPECTION BEFORE COVERING / � Inspector OwnedContr: CALL 447-9850 FOR THE NEXT INSPECT{ON 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH � SAFETY! ��vvon OJ1 rME CITY OF PRiOR LAKE INSPECTION NOTICE SCHEDULED l� � %3p ADDRESS � � ��4 4 W �,L.�y,�- /�,� OWNER CONTR. PHONE NO. PERMIT NO. �j ��p Q� O FOOTING ❑ PLUMBING RI ❑ EX/GRADiFILLING ❑ FOUNDAT{ON ❑ MECH RI � COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FiREPLACE RI ❑ INSULAT{ON ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ PiNAL O PLUMBIhG FiNAL ❑ GASLINE AIR TST ❑ SiTE INSPECTION �}.MECH FINAL ❑ COMMENTS: �„ `��'►1��'L- p�,/� �'�� 2 �r�, � �� , � `�; �- +� �' �,`� Zf °- S�_� E� ., ` � ► ❑ WORK SATISFACTORY, PROCEEO �.CORRECT ACTION AND PROGEED ❑ CORRECT WOR CALL FOR REINSPECTION BEFORE COVERING inspector: OwnedContr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS 1N ADVANCE. CODE REQUlREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETYt r�vor� OATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ! C� ° ADDRESS � �,Q�� ('r`��(/� � OWNER CONTR. PNONE NO. PERMIT NO. �j "' �, O FOOTING `�PLUMBING Rl�v�t'k ❑ EX/GRAOlFILLING ❑ FOUNDAT�Q N ❑ MECH RI ❑ COMPLAINT �RAMING/'br� 0 WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION O SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL O GASLINE AIR TST O SITE INSPECTION 0 MECH FINAL ❑ COMMENTS: l g�'�i �ov�-� s; ; �,Q,�,, I � r� , TISFACTORY, PROCEED CORRECT ACTION AND PROGEED ❑ CORRE RK, CAL ECTION BEFORE COVERING inspector: OwneNContr. CALL -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CDDE REQU/REMENTSARE FOR YOUR PERSONAL HEALTH � SAFETY! uvsHOn OATE rME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED jU 23 (� ADDRESS � ��o I �/ "`� OWNER Ct?NTR. PHONE NO. PERMIT NO. � `' � ❑ FOOTING O PLUMB{NG RI 0 EXIGRADlFILLING ❑ FOUNDATION � MECH Ri ❑ COMPLAINT � FRAMING ❑ WATER HOQKUP L3 FIREPLACE RI ❑ INSULATION O SEWER HOOKUP IREPLACE FINAL ❑ FtNAL ❑ PLUMBING FINAL �SaASUNE A1R TST ❑ SITE INSPECTION D MECH FINAL � COMMENTS: l� , Lo` c�.C_. - � � � WORK SATISFACTORY, PRQCEED �CQRREC ACTtON AND PROCEEO ❑ COR CT W CALL FOR REINSPECTION BEFORE COYERtNG Inspe r. tJwner/Contr. CALI. 4dT-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADYANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH �c SAFETY! u�wurr DATE T1ME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � ADDRESS t �� p � ��G� �11 OWNER CONTR. PHONE NO. PERMIT NO. � " �� ❑ FOOTiNG ❑ PLUMBING RI ❑ EXJ(aRAD/FILUNG O FOUNDATION O MECH RI 0 COMPLAINT ❑ FRAMING ❑ WATER HOQKUP O FIREPLACE RI ❑ INSULATiON O SEWER HOOKUP ❑ FIREPLACE FINAL O FINAL � PLUMBING FINAL � GASUNE AIR TST ❑ SITE INSPECTION ❑ MECH FINAI. ❑ COMMENTS: 1� Z � , . � ❑ WORK SATiSFACTORY, PROCEED � CORRECT ACTION AND PROCEED CORRECT R CALL FOR REINSPECTfON BEFORE COVERiNG tnspector: OwnerlContr. CAL 44 8 OR THE NEXT 1NSPECTION 24 HOURS tN ADVANCE. REQUIREMENTSARE FOR YDUR PERSONAL HEALTH dc SAFETYt r�ror� TE TiME CITY OF PRIOR LAKE INSPECTION NOTICE SGHEDULED If � � � �Q,� ADDRESS {��j� ��f'�'�(,� OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING O PLUMBING R1 ❑ EXIGRAD/FILLING ❑ FOUNDATION D MECH RI � COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI 0 INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL � FtNAL �iPjtL�/t�V� O PLUMBING FINAL ❑ GASLiNE AIR TST ❑ SiTE INSPECTION ❑ MECH FINAI � ❑ COMMENTS: � s �. � - �' f� A �� — 3 �n ��/ /�.4� �i�rs��- ` , �� ,, -- . � � t �t��t�� `k�r' `' y4� ¢l.WORK SATISFACTORY, PROCEED ❑ CORRECT AG N ND PROCEED ❑ CORREGT W C LL FOR REINSPECTION BEFORE COYERING tnspector. OwneriCoMr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS iN ADVANCE. CODE REQI/IREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETYI rn�r, DATE TIME CITY OF PRIOR LAKE � INSPECTION NOTtCE SCHEDULED ADDRESS l �� G ` W�it��'�� OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING � PLUMBING RI ❑ EXiGRAD/FILLiNG ❑ FOUNDATION D MECH RI ❑ COMPLAINT O FRAMING � WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP O FIREPLACE FiNAL O FINAL � PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION � MECH FINAL ❑ COMMENTS: � � �� ! , i �- �. � ?. �� , �� , t� � �- 1 � ` , � — t_o � k • !b� �� L� • � ��, S . � ,...` ❑ WORK SA7ISFACTORY, PROCEED ❑ CORRECT ACTiON AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE GOVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADYANCE. CODE REQUIREMENTSARE FDR YOUR PERSONAL HEALTH � SAFETYt ws�mr� WITE TIME CITY OF PRIOR LAKE ��. � r �, j_ _ INSPECTION NOTICE SCHEDULED ►1 �« r r� -- ADDRESS ��g� �-Q�C� OWNER CONTR. PHONE NO. PERMIT NO. 0 FOOTING O PLUMBlNG RI ❑ EX/GRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPtA1NT ❑ FRAMING ❑ WATER HOOKUP O FIREPLACE RI ❑ INSUU1TiON O SEWER HOOKUP ❑ FIREPLACE FINAL O FINAL ❑ PLUMBING FINAL ❑ GASUNE AiR TST ❑ S1TE INSPECTfON ❑ MECH FINAL ❑ COMMENTS: � � Z- !�, ~ C] WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTtON BEFORE COVERiNG Inspector: Owner/Contr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS tN ADVANCE. CODE REQUIREMENTSARE FQR YOUR PERSONAL HEALTH & SAFETYI �xsnori ATE TIME CITY OF PRIOR LAKE �� INSPECTION NOTICE SCHEDULEO ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. "� ��_ � FOOTING � PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION 0 MECH RI ❑ Ct�MPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ 1NSULATION ❑ SEVYER HOOKUP O FIREPLACE FINAL ❑ FINAL 0 PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION O MECH FINAI � La�-LL COMMENTS: � ❑ WORK SATiSFACTORY, PROCEED ,�CORRECT ACTION AND PROCEED . '❑ CORRECT O K, ALL FOR REtNSPECTION BEFORE COYERING tnspector: OwneNC�ntr. CAL 7-9 R TFiE NEXT INSPECTION 24 HOURS iN ADYANCE. REQ IREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! �n TINE CITY OF PRIOR LAKE INSPECTION NOTiCE SCHEdULED �� Zf �_ ADDRESS � �(,�� I��/n (G �� OWNER CONTR. PHONE NO. PERMIT NO. �.� t '�` � � FOOTING ❑ PLUMB{NG Rt ❑ EX/GRADIFIL.LiNG � FOUNDATION � MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION 0 SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FlNAL � GASLINE AIR TST � SITE INSPECTION ❑ MECti FINAL ❑ COMMENTS: � �G�t, �9 �9lL� � z .� - �..r-�v ;�v � �5 �it�,� _ �� .' ' ✓� -�v�,�v .�`5, ° 'S 7. S��%� f'"'! v! `�'/�LGr- A� �` -_ . 'tt;�A� - �� Q f N ��l�t.� w,�t.,�'� �.% ( :12 t� ;',�'�- j� ., pc,� ts'�t � cz�t'-� 1��L L.i �v =~�� t � "— :,� ti.. i'1,� 'r . �-�u G�5 �'. �.:�- f=c. �oc� � � � ;�� 1.1 ' �rrn� c.c ,�� :p �;�"��" v� VN� ! = t�1'L t �'��/N /�u �� ;' � ' �, t la�VS �s�� (�� r t� a- �� t `�!� ❑ WORK SATISFACTORY, PROCEED � CORRECT ACTION AND PROCEED �CORRECT WO , L FOR REINSPECTION SEFORE COVERING II15�CtOf: � O1N(IEfJCOflt�: GALL 4d7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CDDE REQUIREMENTSARE FUR YOI/R PERSONAL HEALTH d� SAFETY! u�ar, DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEdULED (' ADDRESS ' J (n 8 � t IN:IJ�.C.o�,�, QWNER CONTR. PHONE NO. PERMIT NO. � ��S O FOOTING �PLUMBfNC�,1��U ❑ EX/GRAD/FILLING ❑ FOUNOATION 0 MECH RI �%t O COMPI.AINT O FRAMING ❑ WATER HOOKUP D FlREPLACE RI 0 INSULATION ❑ SEWER HOOKUP O FiREPLACE FINAL ❑ FlNAL O PLUMBINCa FINAL � GASLINE AIR TST ❑ SiTE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �� i i 3 . ❑ WORK SA7ISFACTORY, PROCEED � CORRECT ND PROCEED I7 CORR T WO CALL FOR REINSPECTION BEFORE COVERiNG lnspect r: OwnedContr. CA L 0 FOR THE NEXT INSPECTfON 24 HOURS lN ADYANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! u�n OATE TIME CITY OF PRIOR IAKE INSPECTION NOTICE SCHEDULED O ADDRESS `��O t �� p� (! j�� OWNER CONTR. PHONE NO. PERMIT NO " �FOOTING LOA�� o—► ❑ PLUMB{NG RI ❑ EXlGRAD/FILLING ❑ FOUNDATION Qp�� ❑ MECH RI ❑ GOMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ iNSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAI ❑ PLUMBING FINAL O GASLiNE AIR TST � SITE INSPECTfON ❑ MEGH FtNAL ❑ COMMENTS: � - �.� .�.v�s �WORK SATISFACTORY, PROCEED �CORRE T N AND PROCEED ❑ CORR C O K, C L FOR REINSPECTION BEFORE COVERiNG Inspecto : OwnedContr: CAL 0 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. C E REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYl iNSnort \ `Y DATE TIME C1TY OF PRIOR LAKE ��,,�_ �__ �_ INSPECTION NOTICE SCHEDULED [ r��/7� ADDRESS I � � � { ,J �� _ �� OWNER CONTR. PHONE NO. PERMIT NO. ' �( � TING 0 PLUMBING R{ ❑ EX/GRAD/FILUNG � FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FtREPLACE RI ❑ fNSULATiON O SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL 0 PLUMBlNG FINAL ❑ GASLINE AIR TST ❑ SiTE INSPECTION MECH INAL 0 COMMENTS: �'� � v J r v c .r /` G . �s�..s v ro QUr � 1 ❑ WORK SATISFACTORY, PROCEED J� CORRECT A N AND PROCEED �' O CORREC OR LL FOR REINSPECTION BEFOR COVE Inspecto�: OwneriContr: CAL $50 R THE NEXT INSPECTI H IN ADVANCE. CODE iJIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETYt rrs�wor, DATE TIME CiTY OF PRIOR LAKE INSPECTION NOTiCE SCHEDULED � ADORESS � � (Q t �q,�y�, OWNER CONTR. PNONE NO. PERMIT NO. �"` ','~� �OOTING O PLUMBING Ri ❑ EX/GRAD/FILLfNG ❑ FOUNDATION O MECH W ❑ COMPLAINT ❑ FRAMING 0 WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION O SEWER HOQKUP O FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL O GASLINE AIR TST O SITE INSPECTIQN O MECH FINAL O COMMENTS: C� r�'v�q �1� �o �_ l o urer 3 e Z . ravc�- a� � v °�'� � n� ��-�-,-- � WORK SATISFACTORY, PROCEED � CORRECT ACTION AND PROCEED ��o� ORRE RK, GALL FOR REINSPECTION BEFORE COVERING lnspector. Owner/Co�tr. CAL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEAL7N dc SAFETYI .�snorr DATE TIAAE CITY OF PR{OR LAKE INSPEC710N NOTICE SCHEDULED ADDRESS I �g �g ! l�C �/�Q -�,Q ' OWNER CONTR. PHONE NO. PERMIT N�. � � �S ❑ FOOTING O PLUMBING R1 ❑ EX/GRADiFILUNG ❑ FOUNDATION ❑ MECH RI O COMPLAINT ❑ FRAMING 0 WATER HOOKUP O FIREPLACE Rl ❑ INSULATiON ❑ SEWER HOOiCUP O FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ CO ENTS: (. � S C B S 1'�' 2 . � v�.. ' z � o �.� �� , 3 ... . �z,►�. s�__�o.�� —t�.� --- T .� - � WORK SATISFACTORY, PROCEED �l CORREC TtON AND PROCEED l � ❑ CORR G ORK, CALL FOR REfNSPECTiON BEFORE COVERING Inspedo OwnerlContr. CALL 447-9850 FOR THE NEXT 1NSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL H�4LTH dc SAFETY! Wsrror, r TE TIME CITY OF PRIOR LAKE 4 INSPECTION NOTICE SCHEDULED �C ADDRESS � IOS�Q � VIJQ� �`��__�� OWNER CONTR. PHONE NO. PERMIT NO. ��-- y O FOOTING ,,Q�LUMBING RI �p� ❑ EXIGRAD/FILLfNG ❑ FOUNDATION D MECH Ri � G � COMPLAINT ❑ FRAMING ❑ WATER HOOKUP � FIREPLACE RI ❑ IN5ULATIQN ❑ SEWER HOQKUP � FIREPLACE FINAL 0 FiNAL ❑ PLUMBING FINAL O CA5LINE AIR TST ❑ SITE INSPECTtON ❑ MECN FINAL O COMMENTS: 1. i�� .1' � .��a�C.�.My U �.u�s� ��e Ct�.�/� �6.�VYORK SATISFACTORY, PROCEED ❑ CORRECT TION ANQ PROCEED ❑ CORRE CALL FOR REINSPECTION BEFORE COYERING tnspector: OwneriContr, CAL 7- FOR THE NEXT tPiSPECTION 24 HOURS IN ADVANCE. ODE REQi/IREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETYI 1NSNOT7 ►'Rt CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd �� y TEMPORARY CERTIFICATE OF ZONING COMPLIANCE � v ° � AND UTILITY CONNECTION PERMIT � - � � � � M��'NESD�P I White File pERMIT NO.� ,� 2 Pmk Cay 3 Yellow Apphcant Please e or rint and si n at bottom) ADDRESS ZONING (office use) /�08l0 � Gtle/COrr�e Sr � y � Z LEGAL DESCRIPTION (office use only) � LOT BLOCK ADDITION Z.y��r �, PI� a?.S D/ O l�� OWNER /� (Naine) G� �TF ��D/M ,�'j� S (Phone) 9✓�`Z '— 7 ��'" 9�0�-3 (Address) fj�p $DI S `al C%rG/e S� 5 s BUILDER � Q (Company Name) G/'�S�S��It �itSf/'tcG�7d�J ��+�t,Ostlty (Phone) `S y9'�i �2 2 7 (Contact Name) �D�s�iQ ��G�y�� tZ (Phone) �� ~ (Address) SfX9 S/1'1R/S G�/� Oq,� S!�/ t� 3�� 7 �+ I 2 �'1'1 /✓ S.S37 TYPE OF WORK �New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Sidmg ❑Lower Level Finish ❑ F�replace Addition ❑Alteration ❑Utility Connection CODE: ❑I.R.C. ❑I.B.C. ❑ Misc. Type of ConsKruction: I O III IV V A B pROJECT COST/VALUE $ � e? 8d �OD Occupancy Group: A� E F H I M R S U (excluding land) Division: 1 2 3 4 5 I hereby certify that I have h�rnished � formanon on this appl�cauon wh�ch �s to the best of my knowledge true and correct. I alsu certify that I am the owner or authonzed agent for the abuve-menhoned prop and th all onstruchon wi conform to alt ex�stmg state and local laws and will proceed m accordance w�th submitted plans I am aware that the buildmg official can re e permrt for �s au Fut ore, I hereby agree that the city offic�al or a designee may enter upon the property to perform needed mspecuons x • N�� 7�/ 3�� 7 Signatu Contractor's License No. • � Permit Valuation i 25�� - Park Support Fee # $ � PermitFee 59+{�.ZS't�I� $ '10(p5,2S SAC ,�ZC� – # � $ �p Plan Check Fee 5O $ ,4S Z. t Water Meter Size 5/8"; 1"; $ [ State Surcharge o f 1 1 Z $ ( ,– Pressure Reducer $ Penalty $ � Sewer/Water Connection Fee�s�#� $ b��,- Plumbing Permit Fee $ Water Tower Fee � # $ 4�� ,. Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ _ Other pCy �� o �m�,� ��•� �� 3 5� � t 7, .�v Gas Fireplace Permit Fee $ � TOTAL DUE � $��.� �� — ��r � This licado co e Your Building Pernut en proved pa�� 4j4��j J � ( ReCe1 t No. '�� 3�v Date p B � 08 ui dms (�tt cu�l ate Th�s �s to cert�fy that the request m the above applicaaon and accompanymg documents is in accordance with the C�ty Zonmg Ordmance and may proceed as requcsted. Th�s document when signed by the Ciry Planner consumtes a temporary Certificate of Zonmg compLance and allows construchon to commence Befure occupancy, a Cernficate of Occupancy must be tssued 7 /6— d�' .�ee fo�, s�►e��'-` COC �f.r- /a�,�lst ' Pl mg Director Date Special Condihons, if any e�h, 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street Prior Lake, MN 55372 � 4 PRIp� CITY UF PRIOR LAI�E BUII.,DING PERMIT, Date Rec'd � � TEMPORA�tY CERTIFICATE OF ZONING COMPLIANCE !� " AND UTILITY CONNECTION PERNIIT ��, I q•�� , � �r c� w o � . v�-�5' 1 �'NES�� '� °'`'�° �'° PERMIT N . Z. � �ri � s. Yeno.. n�a� . or aei si �lottom ADDRESS �/ !�► lA I W l� W�� G /� V�. �.�. ZONING t�er« �l� U LEGAL DESCRIP'ITON (ot'&ce use only) LOT BLOCK ADDITION PID . QWNER (Name) �SF �D LD 1 N C-�-S (Phone) Po r�- 7 3 5 2� 3C� tA��) LCc> ` SUII.DER ' t�mP�Y Nanne) �O �.Tl.-f��1_1`4Q F � R � �s�Cu �2,LT� (Ptrone) ��2 -��,�� (Contact Name) �l�L_�-�:�-� L! /V G (Phone) �f � - �� ,�" (Address) ' "�� D� . S 3 S 'j'YPE �F' WOBK ew Conslruction [�Deck QPorch []Re-Roofing []Re-Sidiug [�Lower Level Finish ❑ Fn'epLwe QAddition QAtberatiar► C]UCility Comiec6on ' CoDE: [�I.R.C. �I.B.C. ❑ Misc: Type of CongtnMetian: I II III IV V A B Oocupsncy Group: A B E F H I M g S u ruo�cr cosrivai,uB s.1 3�! 2 . �n� Divi�on: 1 2 3 4 S (exc lad) I 6ere6y aatity that I haNe f� nfarnoation on dtie applicaaim wfiich a roo the bet of my Imowkd�e hue aod aoaect I alw aertf9 il�at I am tbe owne'r a�r awhaizod agot far the abaemmiioned pmpaty amd t� a9 oom�apiian a�71 muform to all eaois�g staoe asd bcallaws aod will ptnaeed 'n aacardance w'ah a�bmiud plarm. I am awaue dut the build'mg o�caal can m�oloe thie pvmit for juet cauee. Fw�mone, I h�eb9 a8'ee►hat the city o�cial or a deei�ace may arter upan 1he propaty m pafocm neaded'ma g �-`�.,��'��+ "�".� L"��"7 �1� . � + !,?. Signature Co�acto.'s Licv�nse No. Ik�te Petmit Valaation '� � O Park Support Fee # S Permit F� S ' � SAC # $ - Plan Check Fee $ �' Water Met�er Size 5/8"; 1"; S State Surcharge � Pre.4sure Reducer S penalty S � Sewer/Water Cannectian Fee # $ Ph�mbing Permit Fee S Water Tow�er Fee # $ ' Mechanical Permit Fee S Btutder's Deposit $ Sewer & Water Permit Fee S Ottter $ Gas Fireplace Permit Fee S TOFTAL DUE $�t-� � g � Tlds AppHcaHoa Becomes Yarz Ba9ldi�g Pemit Wbea Anrov� Paid R t No. S 1�Z : Date . O B Buildin Officiat Dste 'Iltis is Oo aeitiPy Wat d►e mpieat a the above applic�.ion aml x�nyiog docume� iv in acomdana wgh dre Chy 7�iog Oldioaoa aad may piacaed as sequeeoed. TLie docunoent w6m ei�ned by d►e Cay Plraaer w�tuaes a t�a�y Carlificue af Zouing oomptiaaae aad allowa o�sonu�iam m mmmence. H�are oauPene9, a�caDe af Occopancy �ust be iimed. pi�ning Director I�te Speciel Condiaons, if any 24 hour notice isr all inapedioas (952) 447-985q fsi (952) A47-4245 4646 D�kota Street 3.E., Prlor Lake, Minaeaota 55372 � PRtp �� f ��h' � CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd �� TEMPORARY CERTIFICATE OF ZONING COMPLIANCE � "'•� ' } � AND UTILITY CONNECTION PERMIT �' �" � � � �f� �I✓ U� 04� `�rl �. ww� Fde pERMIT NO. 2. r�a� csty 3. Yellow Applicant r � ICBSG Oi �[ 3Dd Sl 3Y b0[YOm ADDRESS ZONING (otr�ce ,ue) �T' Z LEGAL DESCRIPTION (office use onty} LOT BLOCK ADDTITON PIDZ,�. CIO/,, O( �,� OWNER (Name) � (Phone) °I S Z �l 1. � 2 2 2 rl (Address) S ') BIJII.DER (Company Name) � (Phone) �� S'S� � .�3 �� (Contact Name) (Phone) �'S� � �'� — 3 2 a � (Address) L,' p ' , 4-. 1 �l TYPE OF WORK New Construction ODeck QPorch �Re-Roofing �ReSiding �Lower Level Finish ❑ Fireplace �Addirion �Alteration ❑Utility Connection CODE: ❑I.B.C. �I.B.C. [�vfisc: "Yl `: � � ( 3 . � d (�.1 ,L �„ �� „�., Z�pe of Constcuction: I� III IV A Occupancy Group: A� E H I M� R$� U PBOJECT COST/VALiTE S a�,,'�� O. O � Division 1 2 3 4 5 (e�ul u d i n g land) I hereby certify diat I have furnished informallon on this appGpHon whic6 is to the 6est of my l�nowledge true and rnrrect. I aLgo certify that I am the owner or sutlioriud agent for the above-mentioned propetty and that all coostruclion will conform to all existing state and ]ocal laws and wi1( proceed in accordance with submitced plans. I am awarc ihat the 6uilding oft5cial can revoke this pertnit for just cause. Furthermore, I hereby agree t6at the ciry official or a designee may eater upon the property ro pe�form needed inspections. X G�o� 9 -�-a� S' ture Contractor's License No. Date Permit Valuation 2°r � �d Park Support Fee # $ . Permit Fee $ S SAC # $ Plan Check Fee $ 298 � Water Meter Size 5/8"; 1"; $ State Surchazge $ � y� Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Piumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE � $ 7l ¢¢. Q. az. �7 A n mes Your Butiding P t When Approved Paid � ei No. Date B �' 2 d� ui Official Date This is ro certify t6at the request in the above appGcation and accompanyiug documents is in acrnrdance with the City Zoning Ordinance d may proceed as requested. '1'his document w6en signed by the Ciry Planner consdtutes a temporary Certificate of Zoning compGance and allows construction to commence. Before occupaacy, a CerliFicate of Oocupancy musc be issued. Plaming Director Date Special C�ditioas, if �y 24 hour aottce for all inspectiona (952) 447A85U, fu (952) 447-4?AS 4646 Dakota Street S.E., Prior Lake, Mlnnesota 55372 � � p Date Rec'd � CITY UF PRIOR LAKE ��. 0 � � � SEWER AND WATER PERMIT � °� /LC �t/ r �'N E S �S" . �� Fde PERMIT N Q8 Q 9d 2 Yellow C�ry 3 Gold Apphcant CBSC OI SIId Sl 8Y IfOLtOtII ADDRESS r � � / / � V V / � �j / / �� ZONING �o� „�> % �Q LEGAL DESCRIPTION (o�'ice use only) LOT BLOCK ADDTTION � PID o� c�� .��a�� 5 (Name) �n� (Phone) (Address) W2tCA�^►�- �rt. �(`ipY' Lu�j�t _ (Address) (City) (Zip Code) APPLIC�Ar�'� . `� (Name) �) ti �'� hc�. ��'Vt� �hone) �sol � y4� " �1�� (Address) �SOc� '(�1.(�r(�5 S�' S�'k�,��Xt � 3.�� (Address) � (City) (Zip Code) (Contact Person) C �` '��"� (Phone)� �o�a � � A.PPLICANT SIGNATURE DATE �� a�' �� APPLICANT PLEASE COMPLETE BELOW Size of water service �`%N " inches. Location of any couplings from structure !S feet. Type of sewer pipe. ❑ ABC � PVC ❑ Cast Iron Estimated length of sevyer line ,�_ feet. Clean out (if required) located at feet from structure. FEE SCHEDULE ` Residential sewer and water line connection $51.50 Industrial, Com'I & Multi-family 1% of job cost with a$51.50 minimum Sewer connection only $25.50 Water connection only $25.50 Estimated Cost $ ,J.SD()(1 �� Building Permit # SEWER AND WATER PERMIT FEE $ /.�0. G D STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ /SD . .J�D (Office Use Only) 1'his Ap 'cation Becomes Your Building Permit When Approved Paid . �—b Receipt No. �� /__ ((J 1 Z. � �� Date By ;o� o��;.� Date . 3�. v�j 24 hour notice for all inspections (952) 447-9850, az (952) 447-0245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 � �`� I � f �� . CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec' d � x TEMPORARY CERTIFICATE OF ZONING COMPLIANCE ��. 3 O r O� AND UTILITY CONNECTION PERMIT � ��' �'NE5� ' w''"e F"e pERMIT NO. 2 Pmk Gry �. /) / 3. Yellow Applicant v Please e or rint and si n at bottom) ADDRESS ZONING (office use) l� 8� l �,c�6�co,�►z� �4� E�'. �: LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER � (Name) ` � � �� S (Phone) (Address) BUILDER I'YI �'C hc�-�,� I e fl L� G- S� l`� S�- 6�0 4 S (Company Name) �� k'� �A (Phone) S'� S w�.r� u E��i � A /�vE yV �'s T 5 r P,�- �,�.L r� ,v . S` S� a 3 (Contact Name) �� i-+a ��^' Sc� a (Phone) ( �� - y� g-- O 7 7 � (Address) � TYPE OF WORK � New Construction ❑Deck ❑Parch ❑Re-Roofing ❑Re-Siding ❑Lower Level Finish ❑ Fireplace ❑Addition ❑Alteration ❑Utility Connection w,4-t-� v� �' �z P•�, rL e H- F►-s � CODE: ❑I.R.C. ❑I.B.C. ❑ Misc: Type of Construction: I II III IV V A B '' �� /�r�� Occupancy Group: A B E F H I M R S U PROJECT COST/VAL �4 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I aa► the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X -N .S Ll 3 °C $ - P ✓`^ /° '-1 � � Signature Contractor s License No. Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5 f 8" 1"• 2. �"` $ S' 0 � State Surcharge $ Pressure Reducer $ C 2� t o Penalty $ Sewer/ Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ � Q� s-� O This Application Becomes Your Building Permit When Paid � R ei t NO. ,'J' Approved Date V v p F PRt�,p Date Rec'd ti D� CITY OF PRIOR LAKE PLUMBING PERMIT 8 � Z U txy Q ' rNNES�� Il� d✓ O�. O¢�5' ] Blue F�le 0S O �� F�`' l� �r G-S z � ��. PERMIT NO. 3 Yellow Apphcant • lease e or rint and si at bottom ADDRESS ZONING �otr« u�> Gco 8Cp � I�ELCO✓ �✓�' �curH G��ST LEGAL DESCRIPTION (otTice use only) LOT BLOCK ADDITTON PID OWI�TER C? ' � � p (Name) � e�J G 5 (Phone) (Address) APPLICANT (Name) p►� I 1"A V 1� e'e. �f,�.� �C �4- C.. (Phone) Cc 51 ''��{ - C(�S' (Address) _�`)� � ��-a ltiJ�-s� ��. 1�✓�r-<.�.� t^?..� .3�s1v3 (Address) (City) (Zip Code) (Contact Person) �� ►-� �� s v n] (Phone) ��" 2- �� — a� 7 1 APPLICANT SIGNATURE � `� DATE � - '7 --a� APPLICANT PLEASE COMPLETE BELOW uanti T e of Fixture uanti T e of Fixture Bath Tub with or without shower Rou h-ins Dishwasher � Water Heater � Floor Drain Water Softener Lavato Bathroom Sink Stand Pi e Washin Machine Laund Tra 1 or 2 com artment sink Sewa e E'ector Shower Stall Backflow Assembl � rc�s.� .P�,cQ i Sinks M-o P Backflow Assembl Test �. Bar Sink Lawn S rinkler Water Closet Toilet Z Other u.e cN � z 'L D /LtNAs'U cr- i t�A-a�•1 FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a$49.50 minimum Residential, New One & Two-Family $149.50 Residential, Additions & Alterations �49.50 Estimated Cost $ �2� �v� � Building Permit # PLUMBING PERMIT FEE $ 3 2`� �" � STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 3 24 . Sa (ot�� use oo�y� This A ' t' ` ecomes Your Building Permit Wh n App ved Paid ReceiptNo�� ` Y Building O�cial D te � Da� ��' O � B �J 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 P� 1�0 R LA K E BU D NG AND INSPECTION �' . �/ �_ �� IN PE TI N RE RD ��s� SITE ADDRESS ��°� 4� � � �-�- NATURE OF WORK � �� USE OF BUILDING ' � � � �u�5 PERMIT NO. �a -- � DATE ISSUED � Z 8 CONTRACTOR 5 - � PNONE �,4�••�_�?� NOTE: THIS !S NOT A PERMtT Ff3R ANY OF THE iNSPECTiONS BELOW THE PERMIT !S BY SEPARATE DOCUMENT 1 CTOR DATE FOOTING � �D • .(S F4UN�ATION {Prior to Backfili) PLACE NO CONCRETE UNTft ABOVE HAS BEEN SIGNED Rt�UGH - IN� SEWER / WATER / �EPTiC F�RA�I[tN� lN�U1.ATft�N EtE�"�"RICAL P�.U�IBING �S q.lO.0 � - �o � c� HEAT�NG �f uired .. �r � 1 0 8 rt �3AS I.�ME AfR TEST C+aVER NO W�RK UNTIL ABt�YE HAS SEEN a1GNEt3 �icc.�tz- R- - ��'"'°�`' F ! N /4 L � �i�1t�1N� Rrior to Sodcii I 1 0 8tl1L�!!NG c � E�.ECTRICAL �'�.1�M�1NGi HEA"fl�iG DO NOT OCCUPY UNTit. ABt)VE HAS BEEN SiGNED NOTICE This ce�rd must 6e post+�d r�r an �cal �+sn►io� t�in�t � to r�u�M-in �apsct�s and r�aintain�d until ail inspa�tions 1►�ve been �tpprcw+ad, Cr� bulldings e�nd addit�►ns where no s�vfca cabine# is avsilabls, card sfuifl be pla�ed t�at main antrar�. � . � . � r FOR ALL �NSPECTtONS (952) 44?-9854 ' t � � • r- `f 4 �';" 11t.�,'3. , ; _ _�. �` • , �, � M _ . ' }: , t '* . >t' • �, � i,r. ;.- ; . �' � �. i " J � ♦ �� f \ � 1 ` � . 'r � * � � 1 � rRr CITY OF PRIOR LAKE Date Rec'd � �� HEATING/AIR CONDITIONING/FIREPLACE PERMIT '7L�. �/� � � /� {,�' $ a�� I�'NES��A '. P'�'`` F''e pERMIT N /� / 2. Green ciry y{ /J 3. Yellow Applicant V / " lease or ' t and si at bottom t ��Q/�, �-I�' ' C� �� ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) (Phone) (Address) APPLICANT (��,,� pr �Q� /'� (Name) �' "''�' - h Ql (Phone) ! �' / (l r � �o ,.---- tAaa.�> t�� t�'�� c� S'�� `�7'g (Address) 1 ( (Zip Code} (Contact Person) GZ V � (Phone) APPLICANT SIGNATURE DATE �" s APPLICANT PLEASE COMPLETE BELOW �NEW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants ❑ Steam Units and Fireplaces Cannot Encroach ❑Gravity ❑ Hot Water into Required Side Yard Setbacks. ❑ Mechanical ❑ Radiation Fireplaces with Boz Additions or ❑Air Conditioning ❑ Special Devices ❑Vent. System ❑ Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEESCHEDULE Industrial, Commercial & Multi-Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 Estimated Cost $ � � Building Permit # HEATING PERMIT FEE $ � �C' O . � � ��! STATE SURCHARGE $ .50 $�� TOTAL PERMIT FEE $ �¢�• r �U (Oftice Use Only) This c tio co es Yopr Building Permit hen pproved Paid ��, �,,� Rec p No. ��–r� � ZO Date B Buildin Official ate b��' Z. ��' . 24 hour notice for all inspections (952) 447-9850, fag (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 � Metropolitan Council u EnUironmental Services August 29, 2007 Bob Hutchins , Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Dear Mr. Hutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the CJF Holdings to be Iocated at Welcume Avenue withiu the City of Priu�� iaice. This project should be charged 4 SAC Units, as determined below. SAC Units Charges: Office 3418 sq. ft. @ 2400 sq. ft./SAC Unit 1.42 Warehous�, $279 sq. $. @ 7000 sq. ft.1SAC Unit 1.18 � Showroom . � 448 sq. ft. @ 3000 sq. ft./SAC Unit 0.15 Confe�ence r . . . � - 182 sq. ft. @ y 1 . 650 sq. ftJSAC Unit 0.l 1 Service Bays (major service) 4 employees @ 14 Employees/SAC Unit 0.29 Shower 1 shower @ 1 shower/SAC Unit 1.00 Total Charge: 4.1 S or 4 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If yuu nave any que5�ions, uall �,�e s�t 65 i- 602-1378. Sincerely, � Jessie Nye SAC Technician • Environmental Services Division � � � JN:kb: 470829A9 � � ' cc: S. Selby, MCES � ' Gordie Schmitz, Greystone Construction www.metrocouncil.org 390 Robert Street North . St. Paul, MN 55101-1805 •(651) 602-1005 . Fax (651) 602-1477 • TTY (651) 291-0904 An Equa! Opportunity Employer O � PRip� t ti x U trJ White - Building ,� ,� Canary - Engineering NNESO Pink - Planning �UILDING PERMIT APPLICATION DEPARTMENT CHECKLfST NAME OF APPLICANT �� UN CO/"lP,9NS/ APPLICATION RECEIVED 7 �� 7 The Building, Engineering, and P{anning Departments have reviewed the building permit application for construction activity which is proposed at: /� 8�O � Gi/� L� �'I E� ��E �o�.�=o��r�cE coNSr�> Accepted Accepted With Corrections � Denied � � Reviewed By: Date: l '1 � Comments: �� - �� 1 f�u�+►� � V !�-`- Scic'�' !� ��V ,-'� f't�-�CIt..N1S_ -�' Sf �4a�s/tr �. ,`i��.�lN�T l�W c51,t �'� t�-c . T � r�' t� f�'(— �I` `1J 17t lJ ( n J/�-� �C�^-+/i�'T S �. � F \ RovW� �rcc..l-INr�./� �'t� � t�rc UYI l,� � •..7C:R�� "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." . O � PRIp� ti x U erf White - Building ,� ,� Cana - En ineering "'NESO �nk - Plann BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT -�`��'�� •�.�i C�.. �,'t,�.. _�'� ��' i., c' i �G h� G��/`�r-`��. Y APPLICATION RECEIVED � `` `' � � 7 �� The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ,r l �' � {� � i G �- C � � �:' /" f �. f � L� �,: /t' f..' t�`� � �' / ,~ C r . • if /t �- �..', �:, . ' � ; � � 7 ic: � Accepted Accepted With Corrections Denied Reviewed By: Date: 7 '�� — �� Comments: �-' �C �r la„�sc % �r1 �r`f� r "The issuance or granting of a permit or approva! of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other - ordinances of the jurisdiction shall not be valid." O � PRIp� � � � U trl White - Building P Canary - Engineering `�`NNESO`� Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ��f��' �!`�� GN C�rif',�NS/ APPLICATION RECEIVED � /�. G, 7 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /�r-� �Co / !�i'E� L G�' / i E � v��t/vE �o�iz�=or�.�i��c�' c�.J �c> Accepted Accepted With Corrections �,,�_ - Denied Reviewed By: Date: �7 I�� l0'�( Comments:': �,�pe Reve�se Side for Additional Information! �� n �++ �'� �/mSiv•� �� n �re � �j 1 Q , / / T,,S Ni �/J llt6iri./'�� 1"D/ �inp � ic ��" �. Ca r� Co v-y2r-�/ c.."'l� e` o r. e� �v.�v--t�-^ � r. d� � �� .� O .-�, C.�' .r '� �°ti i` (G. � O^' d' C C V a. ... G See Attachme�ts: 1� Grading Plan 2) Erosion Control Me�es "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." 1 � conditions at the time of design, project delays, or costs incurred in enforcing the terms of this Development Contract. 16. GITY eDNSTRUCTION OBSERVATION. Construction observation shall include, but is not limited to, part or full-time inspection of proposed grading, public utilities and street construction and City consultant expenses. The Developer shall deposit an amount equal to five percent (5%) of the estimated construction cost, less sewer extension costs to Industrial Circle as detailed in paragraph 29, for construction observation performed by the Cit}�s authorized personnel. This amount shall be maintained by the City in escrow until final acceptance of all Developer Installed Improvements by the City. Any balance remaining in the escrow account will be returned to the Developer at that time. Extraordinary costs incurred by the City over and above the five percent (5%) Construction Observation fee shall be billed to the Developer. Extraordinary costs are defined as costs resulting from change orders applied to the project, project delays or costs incurred as a result of unknown conditions at the tixne of design. 17. TRUNK STORM WAT�R ACRFAG� CHARGE. A trunk stormwater acreage charge of $9,768.00 shall be paid by the Developer at the time of the building permit. The amount will be calculated as follows: 1.69 acres at $5,780.00 per acre. This calculation was determined by the Trunk Storm Water Fee Study adopted by City Council Resolution #OS-18 on January 18, 2005. 18. TRUNK WATER A�CREAGE �A,R�F. A trunk water acreage charge of $9,295.00 shall be paid by the Developer at the time of the building permit. The amount will be calculated as follows: 1.69 acres at $5,500.00 per acre. This charge was determined by the Trunk Water System Fee Study adopted by the City Council Resolurion #OS-07 on January 3, 2005. 19. TRlINK .4ANITARY .SF.WF.R A�RF�'� CHfLRCE. A trunk sanitary sewer trunk area charge of $5,138.00 sha11 be paid by the Developer at the time of the building permit. The amount will be 1:\08 files\08 subjeet�performance commercial�final development contract 051908.doc Page 8 . i p � calculated as follows: 1.69 acres at $3,040.00 per acre. This charge was determined by the Trunk Sanitary Sewer Fee Study adopted by City Council Resolution on #OS-18 on January 18, 2005. 20. .SANITARY.4F_WF.R AND WAT�R CONNECTION CHARGE. The Developer sha11 pay a sanitary sewer and water connection charge of $50,000 for connection to the sanitary sewer and water systems. The amount was calculated as part of the City feasibility study approved May 7, 2007 as the cost per unit to provide sewer and water to the Industrial Park. This amount shall be adjusted by the 4% City Administration and 5% Construction Observation Cost ($16,180.00). 21. PARK AND TRAIL DEDICATION. A Park and Trail Dedication Fee of $10,816.00 shall be paid by the Developer at the time of the building pernut. The amount will be calculated as follows: 1.69 acres at $6,404.00 per acre. This calculation was determined by the Park Fee Study adopted by City Council Resolution #OS-18 on January 18, 2005. 22. LANDSCAPING. Landscaping for this Site Plan sha11 comply with Plan C. The cost of the landscaping requirements shall be provided by the Developer, subject to approval by the City. Subject to approved Plan C, the Developer shall provide a financial guarantee based on an amount equal to 125% of the estimated cost, as set out in Plan C, to furnish and plant the required landscaping and irrigation system. The City shall maintain the Security for at least one (1) year after the date the last replacement tree has been planted. At the end of such year, or such longer period as the City determines to be reasonable, the portion of the Security equal to 125% of the estimated cost of the replacement trees, which are alive and healthy may be released. Any portion of the Security not entitled to be released shall be maintained and sha11 secure the Developer's obligation to remove and replant replacement trees, which are not alive or aze unhealthy, and to plant missing trees. Upon completion of the replanting or planting of these trees, the Security shall be maintained for at least one (1) year after the date of the replanting or planting of these 1:\08 files\08 subject�perforniance commercial�tinal development contract 051908.doc Page 9 Gopher Heating Sheet Metal December 11, 2008 CJF Holdings Balance Report Pro Service RTU: Lennox TGA-024 Room Design Initial Final � No (CFM) (CFM) (CFM) 101N 200 213 220 10iS 250 233 270 102 75 187 80 103A 75 164 80 103B 75 167 80 Total 675 964 730 Springer Exteriors RTU: Lennox TGA-072 �- Room Design Initial Final No (CFM) (CFM) (CFM) 105 150 213 163 200 200 233 204 Storage 100 187 110 202 250 164 231 201 N W 250 167 227 201 N E 250 200 227 201 SW 250 203 227 201 SE 250 220 227 Office 200 220 220 203 250 270 256 204 250 250 234 Total 2400 2327 2326 Above All Floorings RTU: Lennox TGA-072 Room Design Initial Final ' No (CFM) (CFM) (CFM) 205N 200 260 190 205S 200 239 195 206N 225 258 220 206S 225 220 215 114 50 92 50 113 100 148 94 108N 200 154 193 108S 200 182 184 109 200 156 186 112NE 200 150 185 112SE 200 153 185 112NW 0 136 181 112SW 200 142 187 111 200 146 186 Total 2400 2436 2451 CR LAURENCE ALUMINUM RAIL SYSTEM GLA55 INFILL (ARS) Page 1 of 43 2/29/08 29 FEB 2008 Architectural Railing Division C.R.Laurence Co., Inc. 2503 E Vernon Ave. Los Angeles, CA 90058 (T) 800.421.6144 (F) 800.587.7501 www.crlaurence.com SUBJ: ARS - ALUMINUM RAILING GLASS INFILL SYSTEMS SERIES 100, 200, 300, 350 AND 400 SERIES SYSTEMS The ARS Aluminum Railing System utilizes aluminum extrusions and glass infill to construct building guards and rails for decks, balconies, stairs, fences and similar locations. The systern is intended for interior and exterior weather exposed applications and is suitable for use in all natural environxnents. The ARS may be used for residential, commercial and industrial applications. T'he ARS is an engineered system designed for the following criteria: The design loading conditions are: On Top Rail: Concentrated load = 2001bs any direction, any location Uniforrn load = 50 plf, any perpendicular to rail On In-fill Panels: Concentrated load = 50 # on one sf. Distributed load = 25 psf on area of in-fill, including spaces Wind load = 28.5 psf typical installation (higher wind loads may be allowed based on post spacing and anchorage rnethod) Refer to IBC Section 1607�Yoadi�g,.� The ARS Glass Infill system will meet or exceed all requirements of the 1997 Uniform Building Code, 2000, 2003 and 2006 International Building Codes, Florida Building Code (non-hurricane zones), 2007 California Building Code and 2000 and 2005 Aluminum Design Manual. Stainless steel components are designed in accordance with SEI J ASCE 8-02 Specification for the Design of Cold- - � Formed Stainless Steel Stxuctural Members. Wood components and anchorage to wood are designed in accordance with the National Design Specification for Wood Construction. Stamped / signed on page 2 Edward Robison, P.E. Attachments - Typical Installations page 3 Calculations pages 4-43 EDWARD C. ROBISON, PE 10012 Creviston Dr 1VW Gig Harbor, WA 98329 253-858-0855/F� 253-858-0856 ekobison@narrows.com CR LAURENCE ALUMINUM RAIL SYSTEM GLASS INFILL (ARS) Page 2 of 43 2/29/08 StampPage: Stamped 29 Feb 2008 pFESS/p � p I C A T '% � O C' /� p'qlF �PR� C. RO �• F 2 A Q Q.� :.. . �� 2 c , �, �� o Z , y 42123 o A � O r 2 .,�, 6368 � EDWARD C. � c w w No. C 65883 Z m ROBIS N " � /�" � F � � �•� F �OR\OP' � q.p� ned S , P C 1 V 1�- C�P SS �ONAL E�� o N a �• �� OF CA�-\C� EXP 02 8/2009 EXP 03/21 /2008 . EXP 12/31 /2009 � C. R�e/s ��NEfq� P� �/� LICENSED O �f i �� 1GINF�c� PROFESSIONAL � �� 8195P � ENGINEER * 'n � ENp�l2/31/2009 � N . 1576-5 0 �� OREGON q� � v� • 6 � ao.17546�0 F��4R� 6 � ` � 0 � /� C. EXP 04/30/2008 � EXP12/31/2008 w t� C. i�� ry � q,� W ��,� f c�' v 1�orwro�u, �•n �F` �+ '�'o �'�, IDWARD C. ROBISON r 9129 M0.7355 � �+t,+�,�ClSTE1�� y � y s Y L v?� '�FtpNAL EXP 09/30/2008 EXP 04/05/2009 � EDWARD C. ROBISON, PE 10012 Creviston Dr NW Gig Harbor, WA 98329 253-858-0855lFax 253-858-0856 elrobison@narrows.com 11/24/2068 05:24 6514546718 DAKOTA PLBG & HTG PAGE e2/02 � �01�11�i1i� �l�.��i�� . 9300 Paplar Brtdge Road Blocmington, MN 55437 952.563.4904 For Laboratory Use Only: Receiving Date/initials: 11l20108 TT Tme: 2:43pm Sample CondRlon Upon Receipt ■ Acxeptable oOther D�te Sam e s Anel zed; 11I20108 Ar►al zed B: TT Laboratary Results . Date Report Isaued: November �1st, 2008 Sample Location: CJF Holdings 16861 Wefcome Ave. SE Prior Lake, MN Sampied 8y: Dakota Mechanlcal I 57� Minnehaha Ave. W. St. Paui, MN 55103 Sample Date: 11/20108 6emple Time: 1:OOpm Sample�: Rich Wolf , Lab Number Sample Total Coliform Method Desuiption (PresencelAb AA36121 Auto Body Drinking Fountain Abser�t 40 CFR 141 AA36122 Hardwood Floor Drinking Fountain Absent 40 CFR 141 The aaove samples meet safe drinking water standards set by the Minnesata Department of Health and the Environmentsl Protection Agency. Approved by:� � r�..J Tory Thompson na y Laboratory Ideati5catioa N►unbcr: 027-053-355 • The r�su� in thfs cGpozt apply o�ly zo �e �►o ]isted samples. Ali rovtiae quatity a�ranae prooed�os �rore followal, unless orherwise eoted m�e c�mments section. TTus aaatyiic�al re➢orc must be reproduced ir� i�s er�'uety. All m�thods used �re ot�iSfied by the 9tate of Minncenta miless othawise noted. Pnga � of 1 z �d 6s�o �� d�o�ti sooa �tiz��N ABOVE ALL HARDWOOD FLOORS "Qualiry Service in a Professional Package!" (952) 440-WOOD (9663) � Fvc: (952) 440-9605 www.aboveallhartlwootlfloors.com November 18, 2008 Attn: City of Prior Lake � To Whom It May Concem: �- Above All Hazdwood Floors agrees to not have any shelving over 12 feet high in warehouse area. Sincerely, f ��!� -� '... ranlf Rusnacko ,; : COO "'°""" SHIPPING ADDRESS: 16801 Intlustrial Circle SE, Prior Lake, MN 55372 ■BUILDERS � National Wood Flooring MAILING ADDRESS: 5524 Highpointe Court SE, Prior Lake, MN 55372 �cwnoN Association . o�„°;,.� Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon completion of work inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shail be corrected and system left in service before contractor's personnel finally leave the job. A ceRificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulry material, poor workmanship, w failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: CJF HOIDINGS DATE: 9/26/08 PROPER7Y ADDRESS: 16861 WELCOME AVENUE PRIOR LAKE, MN 55372 ACCEPTED BY APPROVING AU7HORITIES (NAMES): CITY OF PRIOR LAKE ADDRESS: 16200 EAGLE CREEK AVENUE PRIOR LAKE, MN 55372 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS � YES NO EQUIPMENT USED IS APPROVED O� ❑ NO 1F NO, EXPLAIN DEVIATIONS: HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATIO ✓ YES NO OF CONTROI VAIVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: � YES NO 1. SYSTEM COMPONENTS INSTRUCTIONS � YES ❑ NO 2. CARE AND MAINTENANCE iNSTRUCTIONS O YES ❑ NO 3. NFPA 25 � Y�' ❑� LOCATION SUPPLIES BUILDINGS: Entire Buiiding OF SYSTEM MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING RELIABLE F1FR REC PEN 2008 1/2" 46 155°F RELIABLE F1FR UP 2008 3/4" 114 155°F SPRINKLERS REIIABL� FIFRHSW 2008 1/2" 4 155°F PIPE AND Type of Pipe: CONFORMS TO NFPA 13 FITfINGS Type of Fitting: CONFORMS TO NFPA 13 ALARM DEVICE MAXIMUM TIME TO OPEF2ATE ALARM VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR VANE POTTER DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. XXX XXX TIME TO TRIP TIME WATER ALARM THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY MIN SE PSI PSI I MIN SEC YES NO DRY PIPE without OPERATiNG Q.O.D. TEST With Q.O.D. IF NO, EXPLAIN - • 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS FULLY OPENEO OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES NO DELUGE AND IS THERE AN ACCESSIB�E FACILITY IN EACH CIRCUIt FOR TESTING IF NO, EXPlAIN PREACTION VALVES YES NO DOES EACH CIRCUIT OPERATE DOES EACH ClRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. PRESSURE LOCATION MAKE 8 SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING & FLOOR MODEL (FLOWING) VALVE TEST INLET (PSI) OUTLET (PS!) INLET (PSI) OUTLE7 (PSI) FLOW (GPM) TEST rosta ic tests s all made at not ess than ps� . ars or hvo ours or pai . bars a ove DESCRIPTION staGc pressure in excess of f 50 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. Ail abovegroung piping leakage shall be stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1'/Z psi (.01 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1'F� psi (0.1 bars in 24 hours. � ALL PIPING HYDROSTATICALLY TESTED AT 2QQ_PSI (_BARS) FOR 2 HRS. IF NO, STATE REASON DRY PtPING PNEUMATICALLY TESTED ❑ YE$ � ryp EQUIPMENT OPERATES PROPERLY �]✓ YES ❑ NO DO YOU CERTIFY AS THE SPRINKIER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SOOIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTtNG SYSTEMS OR STOPPING LEAKS? � YES NO TESTS DRAIN READING OF GAGE LOCATED NEAR yVATER. RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: � b�_ PSI (_BARSj CONNECTtON OPEN WlDE �_ PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPiNG. VERIFIED BY COPY OF THE U FORM NO. 85B Q YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUNO SPRINKLER PIPiNG � 1(ES Wp IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REP- (F NO, EXF'LAIN RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? ✓ YES NO BLANK TEST�NG NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING ✓ YES NO IF YES ... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D'l0.9, LEVEL AR-3? �✓ y� � p�p DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIF2EMENTS OF AT LEAST AWS D10.9, IEVEL AR-3? QyEg �Np DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SM007H. THAT SLAG AND OTHER WEIDING RESIDUE ARE REMOVED, AIVD THAT THE INTERfVAL DIAMETEf2S OF PIPING ARE NOT PENETRATED? � y� Np CUTOUTS DO YOU CERITIFY THE YOU HAVE A CONTROI FEATURE TO ENSURE THAT ALL DISCS CUTOUTS (OISCS) ARE RETRIEVED? � yES ryp HYDRAUUC NAME PLATE PROVIDED IF NO. EXPLAIN DATA NAMEPLATE � YES NO DATE SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS / — 2�— G� NAME OF SPRINKLER CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY TESTS W ITNESSED BY SIGNATURES FOFt PROPERTY OWNER (SIGNED) TITLE DATE FOR KL ONTR SIGNED) TI DATE /!-2/-O ADDITIONAL EXPJ�A� � �� N �j _ � � � � � /. �,,, 1 �„�,� /'— � � ; � r �„�� r � � �I 4� � The a.�-r�stron� MONfTORtNG CORPORATfON l � • � • . •• • i �' • • �i1�� -., Sensor Type: Long life, electrochemical CO sensors The AMC lA-CO Gas Monitor provides an all-in-one carbon Enclosure: ASA 61 gray enameled 16 gauge steel monoxide monitaring package, incorporating state of the art Supply Voltage: 120 VAC, 60 Hz sensing technology using micro-controller based design to Relay Contacts: Two DPDT l0A @ 250 VAC Res. provide accurate gas detection capabilities within a compact max relays, for two thresholds package. Calibration: 0-100 ppm CO Alarm Points: 25 and 100 ppm CO The monitor delivers low cost and versatility, turning even the Dimensions: 20.32cm H x 20.32cm W x 12.70cm D simplest job into big savings. It incorporates a robust enclosure (8" x 8" x 5") designed to provide optimal gas flow ensuring optimum Weight: 4.54 kg (lO lb) response. Operating Temperature: -20°C to 40°C (-4°F to 104°F) Storage Temperature: -40°C to 65°C (-40°F to 149°F) Key Features: Monitor Warranty: Two years Sensor Warranty: 3 years • All-in-one package for CO monitoring Typical5ensor Life: 5 years . Onboard, long electrochemical sensor Indicators: • Easy to install and operate Red LED — Alarm • Two relays with ratings up to l0A @ 250 VAC Res. max Yellow LED — Warning Green LED • RS 232 COM port for logging and trending • LED On — Run • LED Flashing — Fault • LED Off - Off Ordering Code: Functional Features: Alarms disabled during warm up AMC-lACO (two relay version with on-board CO System test switch � sensor) � User selectable: n 5 � � • Activation delays, five minutes for Warning andlor 1�-�Q� �000 �.� Alarm set points _ • Minimum Run Timer � • 95 dBa Audio alarm with Warning and/or Alarm set �6 —�� po�ncs Z Hinged door Optional latching relays with manual reset Optional enclosure key lock Concentration Display — Optional North American Made Approvals: CSA 22.2 No. 205 and UL 508A $A• �� so The Armstrong Monitoring Corporation 2 I nnade Road Sou Ottawa, Ontario K2E 7K3 �, � Tel: 613.225.9531 Fax: 613.225.6965 orth Amenca: .465.5777 .armstrongmonitoring.com � � The ,��.�st�-on� MpNITOii1NG CORPOAATIOM AMC-1AC0 INTERNAL VIEW TEST SWITCH 0 � ON-BOARD ELECTROCHEMICAL SENSOR �� SENSOR/ALARM i' ~ �� STATUS DISPLAY / " "�� O � Q •■ � O AUDIO ALARM \`` � %/ �� O ALARM RELAYS O � � O � � NEUT. AC PRIMARY H�T RELAY CONFIGURAiION 120 VAC, 60 Hz GND a < ? 0 o ci o z z 0 o U 0 m m a�E NORMALLY DE-ENERGIZED For more i�ormation� Waff�nty: All Armstrong equipment is w�rranted �g�in:t defect: in m�terials �nd workm�nship for two re�rt from d�te ol deliverr, ec�ept senfors. Ple�st conhtt Ixtorr fer sensor wur�nt�. Dnring tke Marr�etr pened, �e will rep�ir er replue components tA�t prare, in our epiaion, to 6e deletnve. We �re not li�ble for Autho rize� Distributor �ezili�ry interf�ced equipment, nor coaseyuenual d�m�ge All w�rr�ntr items must 6e returaed br prepaid Ireight. Notae D�� p a�dq �n6ct 1�rd�put. tM� �ndactuu ru�nn tN ri�lt t� aYa�� i'aifiaatiut witlnt pi�r ntia. TI� ido��tin n�t�i�d led� it bud n iat� aoail�rd aaant�. Y��oo. u Mun�l� it a'nud �� iqlid rq�rliq ti� �cnrn/ d tYit I�ta. Rev. 070906 The Armstrong Monitoring Corporation 215 Colonnade Road South Ottawa, Ontario K2E 7K3 g0 � Tel: 613.225.9531 Fax: 613.225.6965 North America: 800.465.5777 www.armstrongmonitoring.com � Page 1 of 1 Bob Hutchins From: Tom Thompson [Tom-SylvanderC�qwestoffice.net] Sent: Thursday, August 21, 2008 9:06 AM To: Bob Hutchins Cc: davepobrien C� yahoo.com Subject: CJF Hoidings Bob: Attached is a cut sheet on the CO detector. I was unable to find anything that I could send to you that indicated the area, but if you could help me out on this. On Armstrong's web site www.armstrongmonitorin, .q com under applications. There is a section on vehicles that list the coverage of 7000 SF. Addendum #1 Springer Interiors. Provide timeclock to control EF #1. Fan to run during occupied Above Atl Flooring Provide time clock to control PRV #2. Inte�iock with motorized damper. Fan to run on occupied. Thanks Tom Thompson T2 Engineering 8/21/2008 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Chad Lamair/CJF Holdings, 16861 Welcome Avenue Southeast, Prior Lake, Scott County, Minnesota, Plan No. 095073 OWNERSHIP: SUBMITTER(S): Dakota Mechanical, 575 Minnehaha Avenue West, St. Paul, Minnesota 55103 Plans Dated: Date Received: July 9, 2008 Date Reviewed: July 22, 2008 SCOPE: This review is limited to the design this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. A set of the identified plans and specifications is being returned to Dakota Mechanical. Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. INSPECTIONS: All plumbing insta.11ations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889. REQUIItEMENT(S): 1. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow preventers must be at least 12 inches, but not more than 6 feet above the finished floor or ground level. 2. The flammable waste interceptor outlet is more than 25 feet from a vented drain. Therefore, the discharge line must be provided with a 2-inch minimum vent pipe installed within 25 feet of the interceptor (see Minnesota Rules, part 4715.1120). This vent must not connect with the vent serving the flammable �vaste interceptor. Chad Lamair/CJF Holdings Plumbing Plan No. 095073 Page 2 July 22, 2008 3. The flammable waste interceptor shall be constructed in accordance with the Minnesota Plumbing Code, Minnesota Rules, part 4715.1120. The interceptor shall include: a. A minimum holding capacity of 35 cubic feet. b. At least 3 feet of depth below the invert of the discharge pipe. c. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet. d. Drains that discharge into the interceptor shall be designed to drain dry, and be at least 3 inches in size. e. The interceptor sha.11 be located so it is readily accessible for service and maintenance. 4. Showers or combination showers-baths sha.11 be equipped with antiscald-type control valves. These valves must be of the thermostatic or pressure balance type in accordance with ANSI/ASSE Standard 1016-96 (see Minnesota. Rules, part 4715.1380, subpart 5). The installer must verify that the maximum temperature setting from the factory is set or adjusted in accordance with the standard. It is recommended that the maximum setting of the discharge temperature does not exceed 110 degrees F. 5. Vent connections serving floor drains, floor sinks, and trench drains must be taken off above the centerline of the pipe and must rise vertically, or within 45 degrees of the vertical, to a point at least 6 inches above the floor before offsetting horizontally (see Minnesota Rules, part 4715.2540, subpart 2). 6. The size of the water supply branch to the urinal was not noted on the submitted diagrams. Urinals equipped with flush valves must be provided with a 3/4-inch minimum water supply branch (see Minnesota Rules, part 4715.1730, subpart 2). 7. A cleanout shall be provided near the juncture of the back-to back lavatories (P-2). 8. Ductile iron pipe (DIl') used for water service must comply with ANSUAWWA Standard C115fA21.15 or C151/A21.51 (see Minnesota Rules, part 4715.0510). 9. All joints and connections in the storm sewer system shall be gastight or watertight (see Minnesota Rules, part 4715.0700). Approved resilient rubber joints must be used to ma.ke watertight connections to manholes, catchbasins, and other structures. 10. The PVC plastic pipe material to be used for the building sewer must meet one of the following ASTM Standards: D3034, F789, D2665, or F891. The installation must comply with ASTM Standard D2321 (see Minnesota Rules, part 4715.0530). 11. Reinforced concrete pipes used for the exterior storm sewer system must meet ASTM Standard C76 (see Minnesota Rules, part 4715.0540). 12. Above-grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing (1'/.,-inch or less): at least every 6 feet. d. Copper tubing (1'/z-inch or over): at least every 10 feet. Chad Lamair/CJF Holdings Plumbing Plan No. 095073 Page 3 July 22, 2008 13. All portions of the storm sewer system located within 10 feet of the building or water service line must be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes water closets, lavatories, a urinal, shower, mop sink, drinking fountains, laundry tubs, sinks, water heaters, floor drains, area dra.ins, a flammable waste interceptor, and an exterior hose bib. 2. This facility will be served by new municipal water and sewer service connections. 3. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for consttuction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. Authoriza.tion for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. A roved: Todd Schaefer Public Health gineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155-4343 651i284-5884 TDS:ss � cc: Project Owner Dakota Mechanical Mr. Robert Hutchins, Building Official File Fire Sprinkler Plan Review Date: September 17,2008 � Owner: CJF Holdings Location: 16861 Welcome Ave. Prior Lake MN. 55372 Contractor: Viking Automatic Fire Protection 1301 L' Orient Street. Saint Paul MN 55117 l. Separate permits are required for the alarm system. 2. The 2002 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PIV. 5. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions of the wet system. 7. Field verify all sptinkler head and device locations. 8. Secure all valves against tampering. All valves in public areas shall be locked and protected. 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and auxiliary drains f. Location of inspector's test g. Location of PIV valve. 10. For inspections call (952) 447-9850 give the project building permit number (08-445) 11. Seal all penetrations in rated walls in an approved manor. Provide fire caulk information for approval. 12. Provide protection for concealed combustible areas. 13. System not designed for storage over 12 feet from the floor 20o South Main street SHEET NO. /"� �os �NAt �. f kA� M J„ o� 3 Le Sueur, MN 56058 J � B Q►� -,QG� 0 . Phone: (507) 665-6255 DATE �_Tf Fax: (507) 665-6818 DESIGNER M��1-� � � $�_ Z ° ; ! ' � � ; � ; i , ' • ; � I , . � ; . ; ; {. ; ; �- - i � I i , ; � � ; : , , , ; � � � ' � � � � ` � - � � ' � ; � i j ' ' I � ' ' ; ( . I � , � , f ; , , . , ' ; �_ _ � ' � ��-- -- � - - __.�._ : . . . - - l. - . i.. :- .... -- -- - - - � - j - � ;- , I � � E : - ; t-- �_ � t.. r , , � � , � i ; � ; � � � ' � � ; _ ? � .. � . �_a �• �. aQ''S±4'_._- -1 � ' ,�r� ' ! , ; E : �o , Ja�.�r_�_.� . __._ � . __ ; , ; ; �. - � # ; Z ! - ; ; , ' W/- �� -�'r11�p1i�J�R'�3__l�4 -� , - , , � 2 ; ; : �� n ; � � � , ; , . , � , � ; � , , �.:.. ___; _ �IQ -! - - � - � - ; - - - - -..a.� ;-- - – , - -i - ; -. i. _. .�? .. ; .. ,��.�_ . �pw: .R�-�_�.�!�.�r ?:,a_.� —�-- , , I _ _.. .. , , ; : � �, ^ ; ,- , � � , / ,� ; , � ; , , ' � ; � , �__ � ' - � -- - - . , -� �-- - � - G P�� w c�--- -- - -o;-..� � - � ' � �; ;- ! - -- ; - � { , , ; : ; , � � . .. . ,. . , , � ; , , , ' , : A�-� , � I . �-- --' ' - ' _ ' - - Orl6 � . _ - ---- - - - - - -- � � - --- — - - - - - - -- } � { ; � 4f�L tn�,S $� �o+ , ; f�. � S � � � ` � ' 8� � ' � ' ' ; ' '' _;_ , ; : ; i , ; ; , � i � ; i . 1 .. ; - � i �- - 4 - , ; I � t � �� , � � � � i . � . , � r � � , , i � . � � . � — - .- ; ' � .- - - : -- - . - ------ : . _ .. ---- - - ----- -- - ; .� , , ., , , �, ; � , . , a � r : . , ; f , . , , � , � , , , I s � , � j , � � 1 ; , � � � . ; i .� : i � E i , � i � i ' � i � � � , ! ' , i � . . � - - f - -- 'r'�-� � - ---- -- �- - � - '- � - - - -- , � , , , : ; . ; ; ; ; , � : ; i , � � i '.s ; , � � � ' ' �-- € �- � � � - � ' -�-- - - ' -- - i i i - - � - - - - - -- - - - - -- -- -- - - - - r - - � - - - - ---- -- � � I ; � � j ( � ; j � � ; 4 .; } ' � i f � , . � � � , � . , , � ; � , . : , , , � , - '- • --- - - - - - - - - - - -- ---- - - - . � � i ! i , , � � ' �' � T � � � , � � � j , , � I L � - - I _',' - ��-- i.. i - S - ---{-----�- --''- � -- ,-- - - -- - -- --' - - - - , - --- -� - ' ------- --- ---- -- --- ---' : .� i � � � I i ;- : " t �- ' i ' � ;A ; ; ; � � � � : � ; . ; � � ; € , , � ; � i � ; ! ; ; ; , ; ; i I ; , ' , � � � ; � : � � � � . . � , ..�; - -- ' . , , , _ _ f i i t i ..._.!. - '° '- ' i ----- -.- _ , - -.._ _� - - - -- __ � _ . _ _.___ .,. _ _ .,....__.-' - -'-- - -- ; ; ;� � � . ;- �; ! ti - i � �i� � � i i � ; . . , . ; ; ; � � � . , � � : , ; . � i , i , � � : � 3$ : , � � : � � , � . i I 1 L I_"_ ' _'. .�.. ._.i_., . ; "_"'� "" _ �—'. .. .{ - , __' ; " _ _' ' J"'_"1,. _ .. i . ' '_'_ S-""'_, t. , _ ,.�. ' "_ _'"",�" � " _'' ` "' � `' � —" ___.� � .. � I � I � I � T } ' ? . • ; � � I � � t � � . f ' i � i ;. �f { .,i µ. .... ' m._. _�_ . ,..___ �__..., :.. , . ._ _ .. ;..._�.� t _ __. __ __ . ,...... ...!._.. . .- -- - - . . _ - - ' i - � -� � - -= ... . — -- - - - --- �- - -- --- �-- -- . _ , t; • .�.�.. . ._. _ ;__ .a. .-Z-° -- — = � i � ( � � � � u i � ' ' �; i , � � � � • ; , : , ( , � , , � F " � � � � i � , { i � , 1 i . . I � _..J..- .._ .t..... _.._.i� _ - .-.. _ _". . � �. .. 5.......1 _....._i . __ r_. ... '__ .�., \ ! ' ""S_"_ _ .. _ ' _ � 1 � '__J'""_..__" Y _' .............._i..,,...... ..,�_.�._._�_.., ,.,.._, "'.." , '.�"'.� ' +'"' � _C _' _ '._ _.... � � r i � . , � • ; � , , � ! ! � � I � ..' ! i �� . � , ! � I , � • , ! I ' � ( � � I � � i i 1 ' ' { � � � ._..�._ - � , � '" ' ' "' . __ . . - _.._ .. " ' _ -.. ,.... . - , , , ' _"" " " ' _" '"__ ""t "' ' " _ "" "' "_ '. ... ," ' _ __ ' " ' .1 "' "' I � �. � ' �,. . � E, ._� . -L F � � f 1 //��\� � I ! � � ^ ' � � ( � � , � �\ � i t 1 ■ � . � i � ' � � ' . � , i _� �� } ' � ' -_ " " _ i ' � I _ �_ k ' _ _ � _ f_"_"_r _" ___ t ' , ' _ "" _'_'"__" � � � � � - _ _ 1 _ " _; � i e .i ; � i ; . . f � i � ; ; � i � � i � � - � � � �� i 4 ' _ ( . � 1 � , ! ( � -_'. ..�_-_-- - ' "_';_"�____._ _"_. _ __- - ' _ _ '_' �"_ ' -' _' _ ' i _ _ __ _ _' _ ' ' ,-' , � � � 1 � � I � f I i � ; + � � � � � � � � ' i ' , � � f , , , , . , � ! . � �- ' - -' - - ^ - - - - ' -- — �- . � - � -- ; � - � - i ' - - - !- -- i - - -- - � - ; ; , 1 ; � , , i i ; ; . ,. , � �_ � , � : , , ; , , . � , . , , � , ' t- 4 ' -- ; � i ; r ' ' � � ,- �- ; , - - ; ! , , -- - ! , - - ; � — � + — ; i � � -j----i-- � � � � _ , � , ; ' . , � , � � ; � ; � , , , , , , , , , ; f -- - • - - _ � � � - -- - - - - - — - - --- ; ' ' ' � � , t � ' I '/ ' %�a: f '�'p. ! ' � 'i � � - � �� ! - E- -.- , � ! - -- � - - � ;�� ;- i '--! ; , : � i- =� ; ` r x , � .�� ; . � ; i � ;, � .' � 1 � i i �. . � ` - _ '� � � j '��,:: �,', �. �'+4 • : �- - � i - t � � i � � ,�/•' 'a.., j� r?;"1� � ; ; i ! . . � � � , � � � � j { /." ��, . : + I � � . _ � . � ' ; r#:•�b., , ,j { N � .. � . � ' ; � � � � � � ��°��;� �,��` ��_�+ �_ Ta� � � � _ , . I ._. - � , ' ' i ,_ F' ` � . � ,� �� ` -- — , , . , ,...,3�2_.s►�_z.-��.� .. .,� .--'- - - - � -- � - -- _ ;. �"�-� - -' - �.�. (�►�/� �,��,�± --- ' i, F l, ,t . � 1 �i _ �' � � { � : � � , " ; — ; ._.�j.I�O„O�•.�.. - i - �• - - ` '- � � ?I'��`*`• ' - - _ _ _.- .! -- ---- • ' ; � �; i i i � � ; � � ` � , . , , , , - • , � : • I i � ' � ' 1 1 %i!,• � ' � , , � ; u I - - '-- � - � , : _; _ � . ' - - - - ' - -- � .' `'+ . 7 a : �� -�' t ' t -- - - + t ..� j.� �' . ; ' � : _ �: . t , , � - -. � - ; ' 1 �r��f(, Y 3 �.r� * � ' ' I ( { f ; � ' , . - - - � . � ' � � � v"��.�� " - - - . . i � . , * i �-- . -1 � � `�• r, .',�n�<," I i � � t � r '� � 1 � , � , ' � � ' - - - •- � - ' ' •. t' -��'`= , � , ' - � �- , SGR�+i� �Oc • � ' I ' � � 'r' � 1y , c � �� ' ; , � ' � I i_ . . _ i_ _ � Y . _ .. � ) i� V�"..R :� �,{A' ' I _ i •� f . t f� � • i' I �' i I I i } �.:'�:; , } /� � . i 1 ^ � i � � !i' �� `i��'O� � � � — i V , ' r ��' : J � _ ; � , $T� . . . � _ •�,,� "��_ _ , �f J; _ _"_" . —r � , ; , : , - . � , ; � , � ' �, ; . � : � � � ! , ., , � ' , , � �-� -, - � ! � ' i -j�- - �- j - - -• - ; �;- --- - - - 1--- - - ' , � , � , , � � � ; i i i �' ! � i � i , � � ' � � i � � ' ; , ' � , � � i 200 South Main Street SHEET NO. � flo 1 T I o I►t A tr Z.T, g 0.'� M G o R� Le Sueur, MN 56058 JOB �7 _� Oc� q Phone: (507) 665-6255 DATE �12IOF3 Fax: (507) 665-6818 DESIGNER m� D ' � - . � i , _ � k - t � � � -- ' - ` : � � � - - - - , , , _ : t' ' ; . ; ; ; �,;.5' , , ; ! ' ' , , . : - '- � � ;- , ' { ; ' . ' ; ;. ; ` � ' • ; ; j i � . , � , , , . , . , . . : - , , , . ,� . . . E- + i- � � ; � .E. �. I � . : _ :. � � - ; -- -- � � - , : � , � (1�f�701f4 ;TCfAP�N�.., E` -- -` 1 }ir Mirl. _�iZ�,. � I.. � . j _ � , .' ` % /� i , . ' � - ' -- � E - � ' ' � - , ' � , - ' ' S � , , � � . � p r � ' � i � � �i1Qt1' �a �q��4�_ � -._� . -� . �------ -"-_.-_�,ArfFF►SI�IC�',1 ��1.10► -- - ------ --�-- I ---._ ' - - -- SN ,A_ �;J ' � ! ... ,_, ; , - ,; , , ,, . � , ,� . � . ,, , i . �. . � � 4 � � � � . . ......., __ ' ..__ _"__ _' "" ' '"__' '_'_._`"__ _.. _ . _.. . } __ __' " _ _�" . � � � � �� i i� ; : � 4 i_ ^ : 1 . .... : . .. , , s , , . ; : . ..--.- , . , ...' . ._ , �N .�. �� `1 -f. _ ;. _.,_ ,. + � i � ; i � ! ? i � � � � ' _" "' " =,r� •iw� � � '" � � _' ; � ; - , , �.. x _ ' '�' " '_'" � I "_- �.._ _:-. - � . i . . � , � r � � , - �- .,_r. � • , , .. ; • ., : �_ • � �__..___- - - - --- ---- . _- - - - - __ _.___..._- --- - -- � ;-- - , -- -i ---(.: -�"' ,y �.,,, "�'` ,{ , -i �. � j .� _�. � u �-.. _. , � �, ;. ... , i ; ; - .';', , , , i . . � • �' • - - - . � �' � --�.- - . . ,.- . � ._.. .�..__ _.. . . - t �S � ��-� , � � � � � � ..�, �" � � ' j �_.-. � Ys �, � ' � � � ? � , � ; ; , � , , � � ; � ;' ' . � � � i ! F ' � � ` � � , , t l :p - f - - ' � � - - � �- -- Q � r"� -- �k'3 _£�Ptl�. , i � , -i - - ' � �� r+::ir ..f ' _ ! ' � . � { � � j � i ,-- - i - -- - - -- '- - — � , , � � � � � : , � � , i , ! , . � �- ' ' --- ��-j- , , , , , E-- + � --- f--- - - ,-- i -- -�-- -- , - -; -•- �- i x , .'' , ' � j i`,' , , ` , � � , , . � � Fapgt��K�l - � - 4 - -- -- ' ' � - . . . , . , , - - �- . . , _ � � . ; . , i _� , , E , ; , i i , , j , , �1�R � - , : � ; : F ' �� -- -- --- ' ' - -` - ' ' - - 4 - - -- -- - --- -�-- - ----- � -� - - --- - ' � � , i � � --� � � -- - _ - -- -;- ; � =,,;= . � � � � , � , � �I � �� -------. � � � : � ; �� . ; � � ¢-,- - , , ; � . . - ,- � � � ; , , ,- � � � ; , ; ; ; ; : , i , ; F � � i � , , t i . ' j , � i , z � . .i• 1 i . i i 1 i I ; . . i _ .,._._ . _._ "'_" ",... _ ' _ /.. _t" Y.1 � t "" " . ` __'" 1` _ "' '; ' _ ; ' " ;_ " ' '" '"" �. ' _ _ ' "_" . ._ �...__� .."' ' l, • : - . , r . . � � . . .�. � `. � � � i � I � � ' f � 1 _ . I i ; � ' � i ( � . � ' i 1 ,. � I _ '_"" "�..... _..J� , ' ' ' ' _ ' '" " ' _ ' _ _ -, __ _ _ ' ' . _ . ."' —_ . ""__""_' I . _' `""_...,...._' _ f .__ . ` " , „_ _._""" "____ _'__"' _ __ " � , i � 1 , � � }" ' � �- j._ : ; 4 , ' ; , , . ; ; � � � � �. ,;' ; ' ' I � -� � � ; . , `_ , . �. ;.- . i • , .{.. . . _-_ -_-I----- ----;._._______,_ • ,___:_ . ........... . . ..._--- , ---;-_. _...,..-�-----�-, • � �,.� �,�„z ._ ...�. �. , -- -� --- -�-- =,- .. . --- _. ' ' ' i, y , ' ' � �--- � �_r.., �._. , � + rv f ( � i . ; , � :� ,' •..r. / � , ' ; � � i . ' ; i ; , .- �. `r I ' i . � i � ; � ' I << �_._„''__ 'L_.'_____....�.._...__'_ • __.. � '. '_' _"'.I.._____ _ _'_ ' _' . � . i " '_' -- � — -! � '-:--!' �,.;; , ' � � ; j � ; � ; . �. : -- � • --� , � 1 � � : , , , , , i ,��'a ; ' t i f , � � � , , i ' .'. .r.. '. � . 3 , ;� ; 1 ; �-- � I ' ( ' � - � ' ' ' - - -- - - --- -- -- - - - � �- - - -. _ � ' �____,_._... _ L.---- ' --- -- - -- ` --' ---- - - . .._� . .,.__.,i- __ ' _ _ i....-__ .. ._ .;, r ' � ` � , r ----- . '�� -- -. - � - i f � '-'�----, - fi - . i I ! �'ry � . � ' � ; � � I i t � ( ;" ' C `�� , ,. �_�- i . � : i � i � � � i � � � 1 _ - "�=«' 1 3 - - . _ . � � � i + ' � - , � � � � � � � � . . - , i - ; - � , , . � � � � : � ' � ./ , , � . i ! I ! I ' I � � � � ! � �� r,� i , ' , ' i , ' � . i ; � : ; i 5�.', i � i i � � � I � � � . . � i , . � _ � .. . - - - --- - �• � - ' - - - --- - - - - -- - - -' - - - - - - - " - - - -- --- i - �� --� -- - ;, , , , � � � � , i , i , , , f � , , . i . i �' � , i ! 1 � ` � �� ' 3 i I � f � 1 . � �G ` ' ' ' ; � � F � � � t } � � i � .• � _ _ _ "_ __ _ _ __ ___ _ _"".. _ _"_ __._ .__ , ' J'__ _._7 ,a.'e.' _ _,_ _ . _" '. . " _ _ � r � - �. i j 3�2�.1��. :H3� �-ruo � : ,. . , � ; - , , , , .. . ,. � � ; : � , ,s'�' ; , . , � � ' ' 1 � ' � - � � � � - � -- - /�'r8R+E4�_ _ I.oi� - - � - - - � - '-- - - -i- -: - !�-! - Be ' � - � , -- ; -, . - , , ; ; � �, ! � , , , ; � i � , , , p , . , , . . .r , �� : , . , � ; ! � � �' ' -1_y'_ n,+_TR/l+GK."{�o�►-• -��T!_• i !' ., , � �,: : , � , . -- - - - •- - ' - - � -- � � _�_"- 1�''� y 1; i � , i { �� $ , � , , � / � . _ " _ _ _ " I . ' '. � ' � J � ' � .� � � � ' � � i '¢' �l � ' , � � y � � F � 1 , ,, f � � � - - - -- - - - - - - - � � - , { .: -��;��% - . _ , ... -; - � ; - � , ; �� ` ; - � : , - - - '- - ; - -� - , ; i. � , I � � , � � , s i � � , � , i , ;"i��'�� • ; � , i , � - � - , - � . , . ` -- - �- - ;,,.�'.�, � � � , ' � ; , , � I �- ; ' i r�:�.n'��.'. . j . - . . ; ; , - -i. _ - -. . - - - j — , , y; � � ; : ; � _ � . w_ ' — -- - �- -� �- - �- - ' � - - � -- � - • - - �- - - - - !-�--- '- -- ; ; - j ��- ; ; ; i i I ' i , � . , ; , � , : , . , k ,1 --'.;__ '^---.��:....._.n� __._r..__ _.... ,-..��.,;�-.�,�,,,.-.,� .,;---__ - ':t . _ .- : .-- -• --' -'- �- --� ^ ; .._ - ._�__ . ....._......._ ., _ ...... � ,- _--i -- ,a �_ ,.. �� 1 -, � , '� � � .�� zr; . F...�. , _ "'"�. . �. t � ...,._ `_ .-1.. � l � ; ;� . , � , � . ,. , � -� . : , . : r - - ' ,� .� __ � . .... _.,._.."' - - . "- '--._.._._ . .- ' - -' - .. . . _ . .. - -"..... . . �-- - ' -- -- -�- ' '�,- ��.�,'�' ----• �- ; .,, . , . , , , � , , : ., r F.. , , �, f; _._._�.-__�.-�_� : _; i , I I • •,. ; : , , l_ �� ' �r� , i ;. � T��s;�. ._ �. _ ` _ . , � � � . , . - . - � - -- - - - - — — - - -- -- - , ' y� J�.. { , � � . - , � � :* -� -- , - i , �, , , , , -, - � i � � '%''r- - �: ' ' � /DU�CNO�S. �� - �'�'�.O.C. ' ; I ; : ��' , ' ; ! ; y , �r i � I � - ; � ' ' - � i � . ' �- 1 ' • - � � ,-- ' ' y 1 i • j 1 i ' ' , ' � ( � _'_ � ' , I ! i - -� � �- � � � i . - - � - ' � ` � i t I - : , . � -� - i � - �- � i ' � � � I . , . � � � , � . . ; 7 � � t ` . � � � , � ; � , . � . � - - - -- � - - - - -- --- - -- ; ; �- � t � f . � � j , j �- # ' , ! � ' ' i ! � , , ' � � � � 200 South Main Street SHEET NO. t�� oNR` —� .� R Ot]M 3°F 3 r.e su�, ivnv 56oss JpB Or7 - t aa o. Phone: (507) 665-6255 DATE 12 / �� g � : �� DESIGNER M J � � ! ' , , : �- �- � - ; : � i i- � � � � �- � � ; �- ' i � - � � - � ; , ' ' � ; , i � - , - ! - � � i i ; : , - � �' � ` i 4 ' ' � - ' ' - � � ' , , , , - , ; , , , , ; . , , ; , ._ _. ` r ' � � , � , ! � + ' , ' ' � � � � � • - '- - . - _ �_ _ I - -, �_ . ' � �- - . ! - . �- �- � �- ! . , � - - I -- ---- - �- � ; , ' � ; � , , ; , , . ; �- j i ; � ; I � ` I ? � � i ' i � j ? ` i � � � t � � � � , � , � � � _ ` _'..., . '_'_..._.__' i '.'_ ' ._ ' ' _ _' '"'. •'' '__ " _ . _ . . _ _ j ' , j , � ; � ' ' 1N WC�� - : 1 i , ' � . ._ t . ' ' ' � I . .{- - ' ' ` . . - - -..i�a� 4� �t�� ,�+�r�.iFf�k'�R._ ' ,- ` --- --_ - , - _ ,... - - -.- .. , , . , `: - ' � , � �3 ; ;. ;- - . -- . . .. -- , ,, � ,, , . , y . , ,, , �, � . --;_.....,__.._,_____, �C._ I�.�eFa.._��L�.- -: •- --- - - , - - - - - --- - - -_ _ . --- - ---- ; � ' _ ;. � � ' � � �s � �c.� �'rZ _;.W�� 11�: IZ � �. . � ; . _ . _ .;.. , ; � , , . j � � ` �GQ� , , , � . � : ; � � � � � ; ; , � ' ! � � . � - - - - � � - � - � - � . - -.------- - -- - - - - - ? - � � : : , � , ; ; , , , , '-- - ;- - .. . _.. � _ � ... � , , j I E : , i , ; ; . . _.�. _ ... _� . ., . � k►�! ... _. � �.__ y _. �- , ; I I , � , � ! k .•� ; i � � i _. � i , ,: i .i �1 , - r ' ;( '� ; �' , r/ -- �� `i .7r, ._ �.1' , ", . ' . `, ; " � j�r ;; � :' j,.% ;. ; � , i � - ' - - � - - ' - - � - - � � - r-- - � : � --� - ,- , . , � f „ �y i f i - ''1'., '/ � ' � � � J i: :If � (, ,:Yf'i�.��.'7 ,' � ' ' i I � � � � t ! „` ` � ; , , :�l ��f , �� • �t J�m: �� ' �' , ' ; i � � � i � � • , ,; � , / 4 1 , , � , '' - � i --- - � - -- `' � -- - -- t - - '--- — � -- - - -- ---- - ---- - " -- j i/ � ` �, ,. X { ! � ` : 4 -- " � ��-��,-� ,'(, - P �� !( y j ,. �i �J � � - i ! -- f��y, ; C j,� � 1 i � - i -- ' -� � , : r .;, ' j � , � i • i , . . ,, � , t , i � � f . j . � � ,. , . . � , , � � : �f y ' 1 � . ; , � � � ( � , { � • % • .: � i " _ �` �f• � - / � .- - I f' `-- - - '� - � �- -` F:�' ��'!""' _ii' _P" �_L� ' " � ' ' "__._' __ I _ '_ ' _' _ ' " ' i' _ "' "' _ _' S""' _'_ S_'_ _ . "' _ " " " " � " _ " _'" � i i i ' . I < < . �. � �.. � i �/! �,� : t l � ' '� ; '�"{ , � ' ' i �.. � �, , . . t i J I • ; � � ;F. �,._r't_ 1, . .'-' _.�_'/#._�i_ ty '_:_'_'1 _^_ t , ,'y, y _ ' _____ __'_ ___ __ '_' ____ '..''_.___.__ _._ _1__.___�'_____'. -__ _ _" __ _'_ j . � z C i i - - - � } � Ir ��: k_ K. � � � � �- t .. } . .- �- {-� � � � . . , y� � ' , � .� ; � : , j . i, � � � 3 r 'I�� ,' ; I , � ' ` ` � +' )' ,' : �� r ; � � ' � ` t ; : r , � � � �- + c ' �� i , : , � •• ' -- - - - -- - _ - - -- -------- - -- - - �--- ---- -• ----- - - - i ,. � , � � ��." "_ _ ' '?' ' _j �-i_ •�. "}" .. } _ �' y� � i 1 i _�_ _ 9" i � 1 i .�' " f , . � , . ; �+:�� , f ; i' , . ; ' ` �: t e F, ''�. �� . r ' � i� � � . ,. � ._-. r ,. ._ `.-� ;= ^..--- �E:��r — � ��-- - ;. �- - - - �. � - - �--- ---; � � - -- . -- o � _; �-- �-�`'' - r , , -- ,4.; ;. �. : r , - ; , -�� A , ` j-- . - -, I ; I � '.•�� 1 • � �-� '• . E � ; � ' . C.C�N. '/ � i �, � , -��,G� ' ' _ . , .: I..:: .�.., i. , , . , J . ., M . . ,,, ,R . . . :�Y � ,�c a _ v2 _ ' . . � . .._ . , � � , , :� ,,, ,. � � - -- ! - �- - - . . , � : � , . , - - ; �-- - - � - � !`�+ , , , , , ; ! ; � `fT �.,• ; , : , ,. , �' �' � � � - ` � , � ' � " ; C L (f . _._.,,,I , � f I'r . � _" ""' '_" _ '... � 5'" . , .. -.'.' "' "'" ' _ i O, i {. � ' i C I ____ "._ -. , , _"`. � . _ _ . _ _ _ _ _." _ �.� ^ ..� — - t. J I � , .., i i 3 ; . v� . l � �' 1 I � _ } i _�'_ ..`_ .�.. _ . , . , . , , � � ' { � � � : , � . i, % i � i i i ---- i� �-- - -w_-_,, t__ .� .. _- ---3--._.1�_.�._.,_.. .. .�_._.._ ..... � _ _. __ _._ ...... .._ ._ _. _ , ; , , . , , . -; ;�r� ,., ; � - ; - � � , t . , l � �; ' i �, � � ` i ' � r I ,;1 � i � . ' . � dW. ' �. < _ � • . i I , ...__-',-' �- . E _ _.--- .,.�__.._ --- ^`i - - {� " --'.._.l._. _'— -- -" �- — ' ... , ,..e_.,,_ _. , ._ .._-- -_. .1_.._,,,,.. _ , i ._ _`_ ' .._. -.." '...._ ._ � �.y ..{..�. �, '.�.' � 't._ _ i ,_,_ ... -., � " � i � � I S j — p�� i � � � . 1 � �' I � . , . i. .,. . : � ._ � ,. . _ L__ _ i _..... -- - -- -- --- �- -- -- -- � - � - - .. ,-- ,; ,i t� , i'��'�'� '�>'�s'� , � , 1�+�6t..iNl� �i0;_O�i_ �7K�XX� _i � � 1 I , , , , -1--- , i � a , �" ; , � •i --�--- . j „ . . � i ' � i ' t j ,�;�+' '� 4 Y^ - i ` � � i � � � � � � � � � -�--- �--'-- - _-_� _,;;k_.� ' - --;- - - - !_R�itc��L1�- -;- ---, � �--- --- � - — � a � ��„�',_, � � � I �.. ' ' � � � r a .'� � ��: �. �� . 1 � 3 � � � � _ � . , , , ; . i , � , i ' ,W'�, � -! -- — - � - -- - � -- I � - - -- -� ' �--- � - -- -; -- r - - � 7 ' f Y , � � ' * � ' ' t � ' : ' � ' � ' • - y. . . i.�•p!` - - I - i � f f j ' ' - � - S ; �' . '! }�'..' "�- ; i i � 4 i ; i ` � 1 i � , .. . , � � � , � i , � � . . . . , • � � , � ; �_ � . �` , , ' ` i , . � � - - - - - r � -� - i �'�- '= - -r-•--'-'i` - � i -� -; r - , � - - i i � -• , - � ( � � � , � . . � 1 � t � � � • � � ' � , ; � � � i � ; `i�`� ; � i ;r ;` • � ' � •� - - - - .. � -�'- - -r ° - - - - - - ' - -- - - - - - -�- �� ,'� i i { , � � � i ! l i i . , r �'� r � . i '� ' i �- � � , ' � I � ! � ,�' •%#� d r � � %� ' , ' .i . : � t � , + . � ' ! � 1 } ;- � � ' f ' �r,�` �; `� �`-" � 0,` ; I -� - --- �-- , - i - - � �- �- - F- _ , � , , ; � , , ; s � ; � t .Y ; � , ' ' � ' � 1 : , , , , , < ,;, � � , , � t_ ; ? �:� ��' ,' � ' � - - - -!� --- ---� -- � , -- �- - -,— - r - �= �r��y--��' /- - } ' �� x�,. - } 1 -�-- - , - I ; � � ' , . �, j i �, � j �,i . '; ; ' ? , . ', ! . ' . i , i _i , � -- - d -:� =''-�- :Y� '- i - ' - --- .i. . , . - . , - �- t _ ; ; , E � � ;'� Y �' ' ' ` ! ' . � ; 1 , 1 -i'- - � � ' � � I -- i f ' - 4 ' � ' - � ! � '�"-'- � � ; , ,. . , � , . f . . i i , � , . ! ( . { . , ' � ; t . � ' , . j � t � i �. � t � � I ! � � i. � . . � . ., _ _ .. I . . � . . -.. . ,. , � . .' " . _ ' ` i ' � __ "_ .�' ' ' "_' ' ; , I � ; . , i ' .�_ , . , , � , ' � � i � � � : � ' � i � i � ' ' � t � , . � � . � • , , _ . .,... . _.. ' ' "__'_,., . ,.- , -.__.,.. _ ' ' '_ "_ `" _ ., __ , - , - ' ' ' � _ ' ' ' _""' " , � i , � � � i : , � , , � i : . � . , , . � � . � i i • ' ' � � I ' � ' ' � � � i � i � . I 1 i . . ' , � � _ . I_ ' _ _ ' _'.._ _ ' � ".�._ .... " '"'_ _ _.,_..., . t _ , - ., . , _ ' _' __ _ __ _. ' . 1 � � ' -,'. .� � . ; , . � ; � � . i ; � ' ' � i � 1 ; y � , ' ' ' - � 'j � ' �- - � - - - ---- �- -�� - - ' ` _ - -- , , ; _ '- -' - -; � .. �.._._ ' i e J.1Er GTl o n� � ! � ' : : 3 � , - _ ��--- ; � � . _ , � � - i ` � i --, � , , �; ; _ � , , , , , ! { � ; ' � �- ; , , ; , ' : i , ' ; � � . i � 4 x i ; , ; ; , , ;. , ; ; i ; t � � � � ' ' -I - � ' ; , ; + s ; , - , i j ,i � - ; ; � j ; r - � , , , � , ! � � � , � � � ;- i : - ' 1- � - - C � � ; - , ' - � - ,- - � # � - , - - -- , - - - � - - , - - - �- , i , ; i 1 i ; { � ; ! ' • � j � � , � � � I , 3 I � � � ' ; � 3 , {��f �� 1�4�>> MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Chad Lamair/CJF Holdings, 16861 Welcome Avenue Southeast, Prior Lake, Scott County, Minnesota, Plan No. 095073 OWNERSHIl': SUBMITTER(S): Dakota Mechanical, 575 Minnehaha Avenue West, St. Paul, Minnesota 55103 Plans Dated: Date Received: July 9, 2008 Date Reviewed: July 22, 2008 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the eff'iciency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. A set of the identified plans and specifications is being returned to Dakota Mechanical. Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4? 15.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 47152820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, , contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889. REQUIREMENT(S): 1. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is - done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals ' shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow preventers must be at least 12 inches, but not more than 6 feet above the finished floor or gound level. 2. The flammable waste interceptor outlet is more than 25 feet from a vented drain. Therefore, the discharge line must be provided with a 2-inch minimum vent pipe installed within 25 feet of the interceptor (see Minnesota Rules, part 4715.1120). This vent must not connect with the vent serving the flammable waste interceptor. � ' Chad Lamair/CJF Holdings Plumbing Plan No. 095073 Page 2 July 22, 2008 � 3. The flammable waste interceptor shall be constructed in accordance with the Minnesota Plumbing Code, Minnesota Rules, part 4715.1120. The interceptor shall include: a. A minimum holding capacity of 35 cubic feet. b. At least 3 feet of depth below the invert of the discharge pipe. . c. A water seal of not less than 3 inches on the inlet and not less than 18 inches on the outlet. d. Drains that discharge into the interceptor shall be designed to drain dry, and be at least 3 inches in size. e. The interceptor shall be located so it is readily accessible for service and maintenance. 4. Showers or combination showers-baths shall be equipped with antiscald-type control valves. These valves must be of the thermostatic or pressure balance type in accordance with ANSUASSE Standard 1016-96 (see Minnesota Rules, part 4715.1380, subpart 5). The installer must verify that the maximum temperature setting from the factory is set or adjusted in accordance with the standard. It is recommended that the maximum setting of the discharge temperature does not exceed 110 degrees F. 5. Vent connections serving floor drains, floor sinks, and trench drains must be taken off above the centerline of the pipe and must rise vertically, or within 45 degrees af the vertical, to a point at Ieast 6 inches above the floor before offsetting horizontally (see Minnesota Rules, part 4715.2540, subpart 2). 6. The size of the water supply branch to the urinal was not noted on the submitted diagrams. Urinals equipped with flush valves must be provided with a 3/4-inch minimum water supply branch (see Minnesota Rules, part 4715.1730, subpart 2). 7. A cleanout shall be provided near the juncture of the back-to-back lavatories (P-2). 8. Ductile iron pipe (DIl') used for water service must comply with ANSI/AWWA Standard C115fA21.15 or C151/A21.51 (see Minnesota Rules, part 4715.0510). 9. All joints and connections in the storm sewer system shall be gastight or watertight (see Minnesota Rutes, part 4715.0700). Approved resilient rubber joints must be used to make watertight connections to manholes, catchbasins, and other structures. 10. The PVC plastic pipe material to be used for the building sewer must meet one of the following ASTM Standards: D3034, F789, D2665, or F891. The insta.11ation must comply with ASTM Standard D2321 (see Minnesota Rules, part 4715.0530). 11. Reinforced concrete pipes used for the exterior storm sewer system must meet AS'TM Standard C76 (see Minnesota Rules, part 4715.0540). 12. Above-grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing (1'/4-inch or less): at least every 6 feet. d. Copper tubing (1'/z-inch or over): at least every 10 feet. Chad Lamair/CJF Holdings Plumbing Plan No. 095073 Page 3 July 22, 2008 13. All portions of the storm sewer system located within 10 feet of the building or water service line must be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes water closets, lavatories, a urinal, shower, mop sink, drinking fountains, laundry tubs, sinks, water heaters, floor drains, area drains, a flammable waste interceptor, and an exterior hose bib. 2. This facility will be served by new municipal water and sewer service connections. 3. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. Authorizarion for construction in accordance with the approved plans rnay be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced lrnowledge make improvements necessary. A roved: Todd Schaefer Public Health gineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155-4343 651/284-5884 TDS: ss cc: Project Owner � Dakota Mechanical Mr. Robert Hutchins, Building Official File �pec�a! �tru��ura1 Te�ting anrt tns�ection � Program �umt»ary Schedute F%�t �1am$: �Chacf Le�ta� f CJ� Hold�ng & , �c�ca#iort: Wat�ame Avetttte � Prior Lake, I�lN P��t �to. {7; . �'ype csff Re�tt Assi�necf � Tscht�icat � ' o� tn t 4 F uan 5 Frm 6 Tabte 47i}4.� Paria�c Qksecvatia� csf tevncrele TA Eaeh 1/�� ffecn � reitrf. ete� plaCen� � Tet►le 'i7ua.s.3 Peri�lic obse�va#iore a mas � . � [tem 4 relnfi, si+ae[ p(ac+�er�t TA �ach Vfsit � . . . _ _ .. .. _ _._...,.__.__._.__. - - - - - - - � 7� �T�D4.3 �� & �� tR Eachv►a3t- � , � . � filofe�: ThiB S�11Bt#U(+� �D be 1�ltBd 13ut �nd �elUd� #t the �ps�i Sfrucharal l'e5t�tg a�tt1 l�otE ProgiaM. . � s (1) Parrnit t�to. � t� prc�v+ded by fhe 6w'k�g Clff�ai. _ {2j aet�e� ta t�te spe� t�ftnic�i scope �[BC Chepter �� as edopted by , � MI[trtesote S�e Bul�fi� Gode. . ; 43) Use d� �ar li3C Cha�pEer 17'� a� adopbsd by M€nnesota St�� uI(t�g Code. 44} spe�ia! lnspector - Technica�� Spec�at tr�sp�ctor -�bttt�ueaE. : : {5} WeekiY, ma�tthiy. Pe�' �st �nsPe+ct3ori. Aer floo�, e�c. � ��} F'ltm can�tv p�rNnrm s��. � A�fCNE)Wt.EI�G�lENTS � � Each appropria#e reprs�ent�tiv� sh�i! si�n b�r�w: : �ii1/1�@l:' . �'i al/� r � �Rf'1: �~ �&�@: '�" 3� /� jf . : ��E�t}t: - �` �EtTt1: - d3�: _� .�"� 8'� � ' I�Cf'i� _ �`� ,fb.Ij C.�+if�. _ QS'�'B: ��`'�r� � ; . . S;�'t: , i..Sr E!1 Sfi8 It1C. -.. I38�: 8-2$-#)7 . , St-S, �ttm: � � t�- l�afe: �- >-o � TA: �irm; �.c� C?ate: �1- / 07' : �!-T; Fdmz: �3a#e: - F: �rm: Date: � iE �d b� �ngi►�eertaa�hi#� of �d or bu�da� a�ciaF, �te ir�iyidu�t na� of a�prr�p�five speoiat f�pec� � . artd� the�.�rortE t�y' (ttCerid fa c�s�rve �h�! be k�drt�#ed (us�s the revers� side pf �� i�sar�±}. f . � � LBg+�C�f: .�R = Strut�ttral �tt� of R� � �f ' T= S� IC�� Ter�r�cai T�l � � ��Y R' = ��°to�' j . . SI - S=, S�pec� insp�bqr - Stru�fura� � Accept�tr fc�r ti� 8uiid�ng �rtr�rtt �r: Date: � 7� ; , . ._. . ... _ . .. � p A Preliminary Geotechnical Evaluation Proposed Performance Construction Building Welcome Avenue PID 259010081 and 2590101 I 1 Priar Lake, Minnesota Prepared for 5tonebrooke Engineering, Inc. , � �, `'': :� ��;� �;,�� - Professional Certification I hereby certify that this plan, specification or report was y ' • prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws ', oftheStateofMinnesota. ,�;;�s��rrr,� A �1M�C j t'j r1. .1.:;; �� iri � � ^ ��,•�.�C,cf�t',i�D• U �' +. �,`:..; R gg . Ja ro, PE �; ��+, ..��Ur1.,� �. _ . :. 6PdGl`�G;�� ci gineer M ', � � License Number: 18221 '�°'r,'�q�'' 1 �'-'� ''c'�� 1 March 20, 2007 { �`i f '�� '� � . . . � A� ,;,� ��• �: � hrt „ �� E ��IfFtti�� Project BI.,-06-02321 Braun Intertec Corporation i ?%�1 ��' t 'n :�'�<' -. o �•r ;Y'ib, � . , ;IRw�v� ; �:s�X+�'#L� -sy'.i�=.`;; ' Braun Inferfee Corporafioo Ph ,r�. 95L �-° 20�ir; ,, '� ' � — '� FiE`Y'X X�A$S_ . I 1001 Hampshire ,�venue S Fax '�52 995 2020 • n,t�n�,eapou., rnN 55a38 W?b or�unin��r!eccom . ,�: saAUN INTERTEC March 20, 2007 Project BL-06-02321 Mr. Tim Arvidson \ Stonebrooke,Engineering, Inc. 305 Stonebooke Court . Shakopee, MN 55379 Re: Preliminary Geotechnical Evaluation Performance Construction Commercial Property _ Welcome Avenue — PID 259010081 and 259010111 Prior Lake, Minnesota Dear Mr. Arvidson: We have completed the preliminaty geotechnical evaluation for the proposed Performance Construction Commercial Building in Prior Lake, Minnesota. The purpose of the preliminary geotechnical evaluation was to explore (with test pits) the soil and groundwater conditions with regard to site grading of the proposed building and parking areas. This report is only preliminary in nature and an additional investigation may be necessary if a more detailed analysis of the soil and groundwater conditions is _ needed. Available Information Stonebrooke Engineering, Inc. (Stonebrooke) provided us with an el�tronic copy of the proposed site plan dated December 18, 2006. The plan included the building footprint and parking lot fooi�rint, along with some of the existing conditions. Existing or proposed elevations were not provided. Results Six shallow test pits were observed in the summer of 2006 and hand auger probes were performed at the same test pit locations at the project site on March 14, 2007. The hand aager probes were denoted as HAP-1 to HAP-6 and were performed within or around the proposed building pad. The approximate test pits locations are shown on the attached Soil Boring and Test Pit Location Sketch. The test pitlhand auger locations were roughly determined in the field by referencing site features. The approximate locations are shown on the attached sketch and should be considered approximate, as no staking was availabte at the time of the investigation. All of the hand auger probes encountered 1 1/2 to 2 feet of black, lean clay topsoil at the surface. In the southecn portion of the buitding site, an additional 3 to 3 1/2 feet of soft lean clay was encountered beneath the topsoil. Beneath the topsoi} aud lean clay, a medium to rather stiff sandy lean clay was encountered to the termination depth of the probes. A more detailed description of the soil conditions encountered at the test locations is presented in Table 1. Note the foltowing explanations of abbreviations: CL-S = Sandy Lean C(ay, CL = Lean Clay. The topsoil layer was typically dark brown silty sand with some organics in a wet condition. Cele6rating 50 years oj growth through service and aust • Stonebrooke Engineecin�, [nc. � Project BL-06-02321 _ • March 20, 2007 ' Page 2 The right hand column presents the estimated minimum depth of soil removal needed at that test location prior to fi{1 placement or building construction. However, the actual depth of subcut needed will vary and should be determined in the field by a qualified engineering assistant, based on actua! soil conditions and the bui(ding loads, elevations and locations. Table 1. Sails Conditions at Test Pit Locations Minimam Eatimated Hand Anticipated Depth of 3oi1 Removal Auger Depth of Prior to Fill Placement or Probe Egcavation Soil Profife Building Constrwction No. ft ft � l 5 0- 1 1/2 CL, slightly organic, black, wet (Topsoil) 5 l 1/2 - 5 CL, gray, wet, sott 5- 6 CI,-S, trace of gravel, brown, wet, medium to rather stiff Glacial Till 2 5 0- 2 CL, slightty organic, black, wet (Topsoil) 5 2- 5 CL, gray, wet, soft 5- 6 CL-S, trace of gravel, brown, wet, medium to rather stiff Glacial Til!) 3 5 0- 2 CL, slightly organic, black, wet (Topsoil) S 1 1/2 - 5 CL, gray, wet, soft 5- 6 CL-S, trace of gravel, brown, wet, medium to rather stiff Glacial Till 4 1%a 0- 1 1/2 CL, slightty orga.nic, btack, wet (Topsoil) 1 1/2 1 1/2 - 5 CL-S, trace of grave(, brown, wet, rather stiff Glacial Till 5 2 0- 2 CL, slightly organic, biack, wet (Topsoil) 2 2- 5 CL-S, trace of gravet, brown, wet, medium to rather stiff Glaciai Tili) 6 2 0- 2 CL, siightly organic, b(ack, wet (T�psoii) 2 2-5 CL-S, trace of gravel, brown, wet, medium to rather stiff'(G(acial Til() Groundwater was not encountered in any of the hand auger probes. Clays soils generally have low permeability cates and the groundwater observations were made in a short period of time. As a result, accurate groundwater readings could not be made. A natural drainage swale containing water was observed running through the south end of the site, and two wetlands, on the north and south end of the site, suggest a shallow water table is present in the area. Annual and seasonal fluctuations of groundwater levels should be expected. - Stonebrooke Engineering, fnc. � Project BL-O6-0232 i _ ' Mar�h 20, 3007 � Page 3 Preliminary Recommendations The following subsections provide general recommendatiorts for site construction. This information is based on the preliminary information provided to us. If the design parameters change significant(y from those we have assumed, additional analysis may be necessary. Standard penetration test borings were not taken to evaluate the soils at depth. Based on the exposed soils, the area geology, and our hand auger probe results, it is our opinion the risk of detrimental settlement is re(atively small. f-iowever, we cannot be responsibte for soil conditions below the depth of the test pit and hand auger probes, which were 5 to 6 feet below existing grades. [f you are willing to assume the risk of potential unsuitable soils at depth, deeper soil borings may not be warranted. If you are unwilling to assume this risk, we recommend soil borings be conducted. Construction We understand the proposed construction will likely inc(ude a one to two-story slab-on-grade structure. We anticipate the building will have masonry oc concrete walls. Driveway and parking areas are proposed all sides of the building, and a storm pond is proposed on the north end of the site. Discussion It is our opinion the proposed building can be supported on spread footing foundations bearing in medium to rather stiff, naturally deposited clay soils, or properly compacted structurat fiil. At the test hole {ocations, the medium to stiff clay soils were typically found at depths of 1 1/2 to 5 feet below existing ground levels. The condition of the soils in the bottom of the excavations should be evaluated by a geotechnica! engineer or engineering assistant. Based on the design of the site (ayout, it appears that the building will be situated over the existing drainage swale and a portion of the south wetland (Wetland `A'). The hand auger probes conducted along the south end of the building encountered soft clay soils to a depth of 5 feet. The depth of soft unsuitable soils may worsen as you approach the wettand area, specifically in the area of the south driveway. Building Pad Preparation Excavation The proposed buiiding pad and pavement areas should be stripped and cleared of all vegetation, topsoil, and any o(d fi((. In addition, any layers of saft, wet, unstable clay soils should also be subcut. The foundation can then be supported directly on the natural medium to stiff clayey soils or properly compacted structural fill. Please refer to Table I above for the anticipated excavation depths at the hand auger locations. Excavation depths between borings will vary and could be deeper. The excavation depths wil{ likety deepen as you approach the wettand areas. If the excavations to remove unsuitable soils within the building pad areas extends below design footing etevation, we recommend the excavation bottoms be extended laterally beyond the edges of the proposed footings a minimum of 1 foot for each vertical foot below the footing at that location (i.e., 1: l lateral oversizing). This oversizing is necessary for the lateral distribution of the footing toads through the fill sequence. � Stonebrooke Engineering, [nc. Project 8L-06-02321 - ' March 20, 2007 � Page 4 Fill Filt and backfill required to bring the site to grade should be placed in thin lifts not exceeding 6 to � 12 inches and be compacted to a minimum of 95 percent of the maximum dry density based on the standard Proctor test (ASTM D 698). [f fill depths exceed l0 feet, the minimum compaction should be increased to 98 percent. If fil I depths exceed 10 feet, a construction delay may atso be needed to allow the fill to consolidate. This shoutd be evaivated on a case-by-case basis. The on-site topsoil and excessively wet ctay is not suitable for fiil or backfill within the bui(ding footprint, oversize area, or parking tot and driveway areas. The naturally deposited on-site medium to stiff c(ay soils below the topsoit and soft, wet clays are generally acceptable for use as ftll. The clayey fill should be placed at a moisture content no more than 3 percentage points above and one percentage point below the soil's optimum moisture content. If the clay fill soils are significantly above their optimum moisture content, as they appear to be on this site, they may need to be dried prior to use. Conversely, if dry clayey soi(s are encountered, they may not be useable as engineered fill. If groundwater is present in the bottom of the excavations, we recommend granular fi(t be placed and compacted to a height of 2 to 3 feet above controlled water leve(s. The fill should consist of a ctean sand with less than 50 percent passing the number 40 sieve and less than 10 percent passing the number 200 sieve. After the sand fill has been placed, a less select mineral soil may be used to establish - subgrade e(evations. PreliminaryFoundation Design Bearing Capacity Based on the soi! boring results and performance of the above-described soil correction procedures, it is our opinion the natural soils or engineered filt shoutd be suitable for support the proposed building asing spread footing foundations sized for an allowable soil bearing pressure of up to 2,000 pouads per square foot. If a higher bearing capacity is needed for the soils, we recommend performing soil borings to obtain more complete data. on tt�e soils at depth and the relative consistency of the soils. We also recommend the actual structural loads of the building be provided to us when available so we may review the recommendations to determine if they still appty. Footing Depths Perimeter footings in heated building areas should be founded a minimum of 42 inches below the nearest exterior grade for frost protection. Footings in unheated building or garage areas should be founded a minimum of 60 inches below the nearest exterior grade for frost protection. (Attached garage areas are generally considered heated structures.) Settlement [t is our opinion that total and differential settlements based on these loadings should not exceed 1 inch and I/2 inch, respectively. [n deep fill areas, settlements over 1 inch can occur. These areas may require a construction delay. If sandy soils are used as fi11, the time to a{low the fil{ to consoSidate can be greatly reduced. � Stouebrooke Engit�eering, [nc. � Project BL-06-02321 ' March 20, 2007 " Page 5 Floor Slabs Generally, minimum floor slab etevations are dependant on the normal and high water levels of any surrounding water features. We recommend the floor slab designed at an elevation a minimum of 4 feet above the normal water level of the wetland and proposed pond and 2 feet above the high water level. Subgrade After the building pad preparation has been completed, we anticipate the floor subgrade wili be natural clayey soils or compacted fill. Backfill in footing and mechanical trenches should be compacted to a minimum of 95 percent of the standard Proctor ma�cimum dry density. - Vapor Barrier Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or mold to form under floor coverings. We recommend placing a vapor retarder or barrier below the floor if coverings or coatings less permeable than concrete will be used, or if moisture is a concern. Current industry recommenda.tions are to place the vapor retarder or barrier directly below the concrete. It is then desira.ble to take precautions against shrinkage a.nd curling of the floor slab. Industry practice has been to allow burying the vapor retarder or barrier below a layer of sand to reduce curling and shrinkage of the concrete, but this practice often traps water between the slabs and the vapor retarder or barrier, causing problems after a period of months. In any case, we recommend consulting with floor covering manufaclurers regarding the appropriate type, use and installation of a vapor retarder or barrier to preserve warranty assurances. To reduce shrinkage and curling processes associated with placing concrete directly on the vapor retarder or barrier, we recommend: • usin� the largest possible maximum aggregate size and/or coarse aggregate. • using the lowest practical slump. • using the lowes� necessary cement content to reduce top-to-bottom moisture differentials. . carefully curing the concrete. • optimizing the spacing of control joints. • cutting control joints as soon as practical. We recommend that the vapor barrier be inspected immediately before the concrete is placed to identify and patch l�oles or other potential paths for moisture vapor migration. Drainage Considerations and Below Grade Walls Seepage Control If a basement is to be constructed, it will be surrounded by mostly clayey soils. If water percolates down alongside the walls, it may become perched and then enter the basement through shrinkage cracks in the concrete or masonry block. Collecting runoff and discharging it welt away from the foundations and stoping the ground surface down and away from the basement walls are two common methods of re�ucing infiltration and percolation. . Stonebrooke Engineecing, Inc. ' Project BL-06-02321 � Marcli 20, 2007 • Page 6 As a precaution against basement seepage, we recommend installing a perimeter foundation drain system. One possible system could include a perforated pipe with an invert within 2 inches of bottom-of-footing e'�;vation. Collected seepage should be routed to a sump and then drained by a pump or gravity to a storm sewer or low azea on the site. The seepage control system should include permeable material against the basement wall, such as a synthetic wall drainage system or at least 2 feet (horizontat) of permeable sandy gravel or sand backfil[. The sandy gravel or sand backfiil should have less than 50 percent passing the number 40 sieve and less than 5 percent passing the number 204 sieve. Where the sandy gravel or sand backfill extends outside the footprint of the building, it should be capped by a slab, pavement or at least 1 foot of clay or clayey topsoil. We also recommend that a drainage collection system be instailed below the lowest floor grade. The system could include drainage pipe and coarse gra.vel or clean sand. Any collected water could then be routed to a sump where it can be removed from the structure. Lateral Earth Pressure Backfili against the basement walls should be compacted to a minimum of 90 percent of the standard Proctor maximum dry density. Beneath steps, slabs and pavements, it should be compacted to a minimum of 95 percent. The basement walls should be waterproofed and braced prior to backfilling. If imported sandy gravel or sand is used as backfill against the wall, a lateral earth pressure of 45 psf per foot of depth should be used to design the basement wall. To use this design, the sand backfill must extend upward and outward from the bottom of the footing at a 30-degree angle from vertical. For an 8-foot wall, the horizontal thickness of sand fill must be a minimum of 4 feet. If on-site clayey soil is used as backfill against a synthetic wall drainage system or granular chimney drainage layer, we recommend using a Lateral earth pressure of 65 psf per foot of depth for designing the wall. Pavement Areas Subgrade Preparation We recommend the vegetation, topsoil and very soft to soft soils be excavated from the pavement areas such as driveways or parking lots. In areas requiring engineered itll to establish pavement grades, the excavation should be oversized at least t foot beyond the outside edge of the toe of the roadway embankment for each foot of fill placed below the bottom of the toe of the roadway embankment. The engineered fill piaced in paved areas should be compacted to at least 95 percent of the standard Proctor density to within 3 feet of subgrade and 100 percent within the upper 3 feet. We recommend the moisture contents of the engineered fill soils be within 3 percentage points of the optimum moisture content to within 3 feet of subgrade and no greater than 1 percentage point over the soits' optimum moisture content in the upper 3 feet. Proofroli Prior to placement of the pavement section, we recommend the pavement subgrade be proofrolled with a loaded tandem truck to detect unstable areas. Any unstable areas should be subcut and replaced with a drier, compactible soil or dried and recompacted. � • Stonebrooke Engiueering, Inc. ' Project BL-06-02321 _ ' Macch 20, 2007 ' Page 7 Proposed Pavement Section Based on the borings, it appea.rs the subgrade soils will consist mainly of clayey soils. These soits generally have Hveem stabi(ometer R-values ranging from 6 to 20. For pavement design, we recommend an assumed R-value of 10 6e used. . Utilities The soils at depth appear genera,lly suitable for pipe support. In most areas of the site, groundwaCer appears to be relatively shallow and may adversely affect utility line excavation and installation. Due to the impermeable nature of the soils and since groundwater levels fluctuate with seasonal precipitation - rates, on-site observations should be made during construction. If groundwater is encountered, provisions should be made to remove the water with sump pumps. Clayey soils are usually moderately corrosive to metal pipe. We recommend using non-corrosive pipe or a corrosion protection system for the underground utilities. The engineered fill placed as utility trench backfill should be compacted to at least 95 percent of the standaxd Proctor density to within 3 feet of subgrade and 100 percent within the upper 3 feet. We recommend the moisture contents of the engineered fill soils be within 3 percentage points of the optimum moisture content to within 3 feet of subgrade and no greater than 1 percentage point over the - soils' optimum moisture content in the upper 3 feet. It appears that a temporary underground sanitary sewer holding tank is proposed neax the southwest corner of the building in the parking lot area. Depending in the static groundwater levels in the area, some buoyancy forces may be present when the tank is not full. Considerations should be made to counteract these buoyancy forces if they are present. Additional Investigation aad Testing During Construction Soil borings were not performed on this site. Soil borings may be prudent in some areas to deternune the extent of the soft soils encountered, and the relative consistency of the native soils. This will be especially valuable in the south and southwest areas of the site. We make no comment on the condition of the soils beneath the depth of our hand auger probes. We reeommend a geotechnical engineer or representative be on site during the excavation of the building pad. At that time, the suitability of the subsurface soils for support of fill and foundation loads can be further evaluated. Excavation depths and pravided oversizing can also be documented. Compaction tests shoutd be taken during the building pad preparation, utility trench installation and foundation wall backfill operations. In general, compaction tests shoutd be taken after about 2 feet of fill has been placed in the excavations and then at about 2-foot vertical intervals thereafter. In roadway subcut areas, we recommend a proofroll be performed before ptacement of the aggregate base. The proofroll should be performed by observing the behavior of the subgrade soils when subjected to the whee( loads of a fulty loaded, tandem-aacle end dump. The proofroll should be observed by a geotechnical engineer. . Stonebrooke Eugineering, [nc. ' Pcoject BL-06-02321 • March 20, 2007 • Page 8 Generai This report is for the exclusive use of Stonebrooke Engineerin�, Inc., and their design team, to use to design the proposed Performance Construction building and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this repor�. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. In performing its services, Braun Intertec used that degree of care and skill ordinarily exeroised under simitar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, expressed or implied, is made. It has been a pleasure performing these services for you. If you have any questions regarding the hand auger probe results or recommended excavation depths, please call Josh Kirk at 952.995.2222 or Gregg Jandro at 952.995.2270. Sincereiy, � BR.AUN INTERTEC CORPORATION � (��I.i'"(J� tar� Joshua L. Kirk Staff Engineer � gg ndro, PE, PG incip Engineer Attachments: Hand Auger Probe Location Sketch Descriptive Terminology rnti Descriptive Terminology Re" ,°'°' Standard D 2487 - 00 Particle Size Identification Classification of Soils for Engineering Purposes Boulders ........ ... ................ over 12" y-L- (Unified Soil Classification System) Cobbles ............................... 3 ° co �z� iwreaxnmo.�c Gravel Coerse ............................ 3/4" to 5° Fine ................................. No. 4 to 3/4 Criteria for AssigNng Group Symbola and Soils Classiflcation Sand Coarse ..._ ....................... No. 4 to No.10 Cxoup Nam� Using LabarataY Tesls ° Symboi Oroup Name ° Med�m ........................... No.10 to Ido. 40 c Gravels Gean G►avels C� 2 4 and 1< C S 3° GW Well-graded gravel° Fine ................................. No. 40 to No. 200 o Silt ................... <No. 2W, PI <4 or � More thsn 50% of .................... �� Less lhan 59�o fines ° C< 4 andlor 1> C> 3° GP P� graded gravel ° bebw'A" flne � c t�a9fse fradion � m retained on Oravels wifh Flnes Fines classi as Ml a+MH aM Sil ave! a i o Ctay ..................................... <No. 200, PI 2 4 a�d m._ on or above °A' line � a No. 4 sieve More than 12% fines ° Fines classiy as CL or CH GC Cla e f8V@I d � 9 � � v�i g SeDdS C19811 S81id8 C� Z B aod 7< C S 3° SW Well-graded sand ^ Relative Density of � o � a more of Less than 5°� fines � C< 8 ar�ot 1 > C> 3 � 3P Powy graded send ° Coh98ionlees Soils � t Z coarse ftaction Fi�res ciassi as MLor MH 3M SA sand �s'' V Ioose ..................................0 to 4 BPF �' Passes Saoda with Fines fY tY �Y � No. 4 sieve Mwe tlian 12%� Ff�es classify as CL or CH SC C sand fpb �-O°Se •••••••••••••••••••••••••••••••••••••••• 5 b 10 BPF _� Siks artd Clays �y P� ? � and lots on or above "A" line � C4 Lean k�^� Madium dense ..........................11 to 30 BPF kro yanic Dense .......................................31 l0 50 8PF a� m liquid limit P� < 4 or plots below "A" line � ML Silt R r '" � n Very dense .................... ...... over 50 BPF �� ro less than 50 p L.iquid limlt - oven dded OL Organic day ��.'�^ �� Li Id litnit - tiot d�ed < 0.75 pL �8I11C SIM k 1 m o Consistency of Cohesive Sals � 0 o�°.� PI plots on or above °A" line CH Fat da k I m Very soft ....................................0 to 1 BPF p Soft ........................................2 to 3 BPF E o SIItB 8fid d8y8 ��nk% PI pbt8 b61ow "A" Iif16 �H EI2lstic sNt k � m C� z Liquid Iimit m p Rather soft ................................4 to 5 BPF u, p 50 w more �qWd Iimit - oven dried p H Organic clay Organic < 0.75 . Medium .................. ............6 to 8 BPF v, Li id limk - not dried OH O anic silt k' '" Q ••••••• Highly Organic Soila Primarily organic matter, dark in color and otganic odor PT Peat ��SUff ................................9 to 12 BPF SBif ........................................13 to 16 BPF a. Based on U�e mate�ta� passing H�e 3-in (75mm) sieve. Very stlff .................................... 17 ta 30 BPF b. If nald sample contained cobblae or Eoulden. or bom. add 'with cobdes or bouklers w botli" m group n�ne. Hard ........................................ over 30 BPF a C = D�l D� C� _(O D� x O d. If soB wntains 215% sand, add'wHh sand' W group name. e. Grevels witih 5 W 12% 6nes require dual symbols: cw-c,nn Wea-g�aea ��n+ s�ic Ddiling Notes GW-GC well-graded greval with day — GP poor�yy 9raded srevel with silt Standard penetradon test borings were advanced by 30' or 60' ID GP-GC poorty graded gravet wHh clay hoUow-stem augers unless rwted othervvise, Jetting water was used to F. If Rnes dassify as CL-ML, use dual symbaf GGGM or SC-SM. ciean put auger prior to sampflng only wheu�e i�icated on logs. Standard g. If tines are wganic, add �rilh orga�ic li�es• b group name. pertetration test borings are designaled by the prefix "ST (Split Tube). h. IF soil coMains 2t5% gravei, add ^wtth greveF' to gra,p �ame. All samples were taken wifh the standard 2" OD split sampler, ex L Sands with 5 to 129� Iines require dual sym6ols: �g � yyher9 nOt@d. SW-SM well-graded sarM wiih sill P SW-SC welFgraded sand wilh clay sP-SM poody greded send wta� sik Power auger borings were advanced by 4' or 8" �ameter canti�uaus- Sp.SC poaiy greded sand wi� dey fligM, solid-stem augers. Sal dassiflcations and strata depths were in- j. If Atter6erg limits plol in haldied area. so� is a CL silty deY• ferred from �stUrbed samples augered to the sur(ace and are. iherefore, k. If soB contafna 15 to 29% qus No. 200, add'writh sar�d' or'wilh gravel whichever is predominant. somewhat approximate. Power auger borings are designated by the I. If sal r�on� Z JO% �us No. 200. predomtnanUy sand, add °sandy" M grnuP neme. m. If saM contelre 2 30% pWs No. 200 predominanlly grsve6 add 'gravelly l0 9�P name. pf�fix "8." n. PI 2 4 and plots on or above "A' I(ne. o. PI < a or plots beloNr•A° line Hand auger borings were advanced manually with a 1'" or 30" diam- p. PI plots an w above'A• flne. eter auger and wrere limited to the depih From which the auger could be q, p1 plots befat+ •A" line, manually witt�drawn. Hand �ger bairn�s are Indcated by N�e preflx'H." � BPF: Numbers indicate blows per foot recorded in st�dard penetratfon �� test, also known as "N" value. The sampler was set 6' info undisturbed `� soil bebw the holbw-stem auger. Driving resistances were tlien �unted �• i �,e for second and third 6' increments and added to get BPF. VVhere fhey J � � .�% differed signiflcandy, they are reported in tlie following form: 2/12 for fhe ^ 40 � second and third 6" inaem�ts, respecdvely. a , � � WH: WH Indicates the samp�er penetrated soil under weight of hammer ,0 30 �� and rods ab�e; driving noc required. C i� � WR: WR indicates the sampler penetrated.soil under weight of rods � 20 � abne; hammer weight and driving not required. i � �� Gv MH OH 7W indicates thin-walled (undisturbed) tube sampie. d 70 � Nobe; All tests were run in general accordance with applicable ASTM � ' MH or OH standards. 4 �� 0 10 18 20 30 40 5� 60 70 @0 90 100 110 Liquid Limit (LL) Laboratory Tests . DD Dry density, pc:f pC Organic content, % WD Wet density, pcf g Percent of saturation, % MC Nalura! masture content, 9'o SG Specific gravity lL Liqiuid limit, °� C Cohesion, psf B R A V N PL Plast� limtt, % (� Angle of internal friction PI Plasticity index, % qu Unconfined oompressive sUeng�, psf P2000 % passing 20Q sieve qp pocket penetrometer strengtli, tsf I N T E RT E C ,, i � � "° � � �.,. � , � � � � � � � �, � ,; �, � � � �` �` � 9R � � � .nc '; �� :� � � �' � "' � �� ,� � � . ; � � � �� , _._ , r �' _: '-'--'-°' -- �t _�.� � � � � ��, �, �y%� � � � M y �� a' ; �� `�� j � �� « � e� , � � � N N r �� ' ; � o=' �, � ' ��s o a� � � `� . � � ":� a� � �� m�z � �� m m ; � � Z z� ; - m �; � ; ; x oZ� , � I ^ � W � W ;: �� ' GI w � �� r ,� � '• � � � 'r � � , •, a ::: � � �� •. , � & ��„� �.� � �' �; � , a o � �� a � , � , , � : � � � , � ,� ; i � �� _� � � � , � � - �: � ' �� ' � �� r ' (,(� � ` ` � �� : ,_ � � -__, � x �� , �� J —_ � �a ; �� `. a�,�' ' � ' � `� � � `'� � � i � � �� . � ; � \\�`� � � �i � � � ' � �� ; ' ' 1 � , i � %� L � \ �� A O � � � , v � � � � � �� e , I � � � � � � � � � � � � ��' � 8 � � Z � � � L�� ; � � � � � z � ;� ; � N � ,: � �` �° �,; � l • o ` � , � � � o , �v . ; , � � , � � p u ; u � � � � � � � � 9rcw lsaa ' � � � i am/ wtt+tRS amoRrK qaamr wwt 970N . N'�M�R 91YILL1�1 . a�M �101 i�M}� �11i1W1 COMcheck Software Version 3.4.1 Envetope Compliance Certificate Minnesota Commercial Code Report Date: 07/13/07 Data filename: C:�DOCUME-1\THOMAS-�1�DeskMp\CHADLE-1.CCK Section 1: ProJect Information Project Title: Chad LeMair i CJF, LLC Constructlon Site: Owner/Agent: Designer/Contractor: Welcome Avenue David Linner Prior Lake, MN David Linner Architects 10100 Morgan Avenue S. - Bloomington, MN 55431 952-884-B455 dlinne�linnerar+chitec�s.00m Section 2: General information Building Location (for weather data): Dakota, Mlnnesota C4lmate Zone: 18 HeaUng Degree Days (base 65 degrees F): 8499 Coolfng Degree Days (base 65 degrees F): 6:i7 Project Type: New Constructlon Vertical Glazing / Wall Area Pct.: 796 Activltv T�oe(sl Floor Area Offl�:Category 1- Reading, Typing and Filing 2379 O�ice:Category 2- Reading, Typing and Filing 1852 Common/Mlsc.:Corridor 631 Common/M{sc.:TolletlWasMng 231 Storage/Warehouse:Ac�ive Storage/Buiky 7690 Storage/WarehouseAcUve Storage/Fine 974 CammonlMisc.:UnNsted Spece 4140 S Section 3: Requirements Checklist ..• �- . .�..- ..- Climate Requlrements: Component Name/Descrlptlon Gross Area Cavity CoM. Proposed Budyet or Perimeter R-Valw R-Value U-Factor Ufactor Roof 1: 3tructural Slab 13511 — 22.0 0.043 0.045 Exterior Wail 1: Other, HC 1.0 88725 — — 0.090 0.068 Commerrts: 12" insulated precast wall panel � Window 1: Metal Frame with Thermal Break:Double Pane, Tinted, 458 — — 0.630 0.520 SHGC 0.56 Door 1: Solld 77 — — 0.700 0.113 Door 2: Glass, Clear, SHGC 0.87 163 — — 0.920 0.520 Door 3: Overhead 405 — -- 1.450 0.113 Floor 1: Slab-On-G►ade:Unheeted, Vertical 3 ft. 512 — 12.8 -- — " Floor 2: SlatrOn-Grade:Unheated, Vertical4 ft. 64 — 10.0 -- — Comments: � Loading Dock Chad LeMair / CJF, LLC Page 1 of 2 -! � �. .�get U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certitication, and Vapor Retarder Requirements: � 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. � 2. Windows, doors, and skylights certified as meeting leakage requirements. � 3. Component R-values & U-factors labeled as certified. � 4. Insulation instalied according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. � 5. Vapor retarder installed. Section 4: Compliance Statement Compl'�ance Statement: The proposed envelope design represented in this document is cbns�stent with the buikitng p{ans, speciflcations and otl�er calculations submitted with tl�is permlt applicaUon. 7he pro envelope system has been deslgned to meet the Minnesota Commeraal Code requirements in COMcheck Version 3.4.1 and to com I with t man ry requirements in the Requirements Checklist. �� rv�r�r�2 /��f�T�CT' ` � � 67 . Name - Titie Signature Date Chad LeMair / CJF, LLC Pege 2 of 2 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-iTNIT FIRE PLAN REVIEW CHECKLIST Project Name: � Job Address: �'l.J �' � �' �� • Provide access roadway for fire apparatus in accordance with Section 503 of the International Fire Code (IFC). This includes the following: (X� All-weather driving surface.lFC 503.2.3 �� (+� 20 feet of unobstructed width. IFC 503.2.1 1 S� �- � �- K- (� 13 feet 6 inches of vertical clearance. ( Adequate turning radius capable of supporting fire apparatus. IFC 503.2.4 � T e radius is: eet for a sprinklered building. 60 feet for a non-sprinklered building. �� Dead end access in excess of 150 feet long shall be provided with a turnaround. IFC 503.2.5 � Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per IFC 503.1.1. Where access cannot be provided, an pproved fire protection system shall be provided. An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equip nt. • Non- inklered Building: Fire hydrants aze required per IFC 508. All portions of the ext o of any non-sprinklered building must be within 150 feet of an approved fire hydrant. �prinklered Building: Buildings with a sprinkler system require one hydrant within 15Q feet of the fire department connection and a hydrant(s) within 300 feet of a11 portions of the �, ,�i' exterior. The fire deparhnent connection shall be located on the front of the building. The PN must be located a minimum of the height of the building away. Provide not less than one standpipe for use during construction. Fire sprinkler/riser permit required before building permit issued. International Building Code 3311. ��x • Submit 8-1/2 x 11 inch site plan for development of emergency response plan. • Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. • Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. () Places of assembly, IFC Chapter 10. ( -��ellulose nitrate storage in excess of 251bs., IFC Chapter 42. � St � age and handling of combustible fibers, IFC Chapter 29. �"() arages, repair, IFC Chapter 22. � �3r�-cleaning operation, IFC Chapter 12. �t_ ( 'cation of flammable finishes including dip tanks, spray booths, etc., IFC Chapter 20. () Welding and cutting operations, IFC Chapter 26. () �geration equipment using other than air or water and more than 201bs., � Chapter 6. () �ipresses gases, flammable, IFC Chapter 30. , O �ipresses gases, non-flammable, IFC Chapter 30. ( ) �ogenic fluids, IFC Chapter 32. () £�plosives or blasting agents (storage or use), IFC Chapter 33. () �nmable and combustible liquids, IFC Chapter 34. () '�zardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP e lations, IFC Chapter 27. � () High piled combush e storage, IFC Cha.pter 23. � -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, c ain boards, and connectio . ()�ue petro eum gases, IFC Chapter 38. �� • All hydrants shall be accessible to the fire departxnent apparatus by roadways meeting above requirements. Hydrants shall�e located within 5 feet of the curb so that apparatus can pull along side for the connection. +City design manual � Prov de fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. • Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per IFC 505. Numbers shall contrast with their background. • Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. • Provide approved key box to be installed in accessible location per IFC 506. This is required when access to a structure is unduly difficult vr where immediate access is necessary for life safety or fire fighting purposes. Key boxes sha11 contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. • Fire extinguishers are required for this project per IFC 906. Extinguishers aze required to be a minimum 2AlOBC rated and located within 75 feet travel distance of all azeas. This distance decreases for more hazardous occupancies. Location and size to be determined. � Submit plans for required fire protection equipment to the Building Inspection Department per IFC 901.2. Requirements based on the 2003 Minnesota State Building Code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation pernut application with plans. ( ) Automatic fire extinguishing systems (sprinklers). () Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. ( ) Fire hydrant systems. ( ) Wet standpipe systems. ( ) Fire alarm systexns. () Cooking appliance and vent extinguishing systems. ( ) Fire pumps. ( ) Other extinguishing systems. • Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. • Protection systems installed that are not required aze subject to approval by the Fire Department and must meet code requirements. �neerUw � � t �.� ��.� �� `� ��. � ��--�� ,' � �t� c�... ��..� �� . '��f� A .� �. .� c� u � �.� � � � �� '� � ��" � ��°1� � �1�.��' i��,�"��,. �` ' � � �''�t�(.��. � t� �� . �?d��, � ��€ �°� �� ,� � w - ►�� `f�t � u� S¢��-""`� �. � � �� .�� `�� C . �. � � � � - ,,,n�� : �� ' (�-`�'' - ��-�� ` t� � �-� ►�.�� ,� �c� � �� 1 � . �. $a� ��`��: �r'� , �� r� c �"t � �� ► � �+� �� '� ,� • �� t��'� `p f '`� /) p.y � �'�. � c �� .� `��1,� .. � �� -0.� �"'°� 4yp F-� °' X -�J! � \ �`'� ��''°� e � i � , � , � �- � � � �•� 1 E s "�" �' .� 1. �.,�.� ; ` �.�,� ,�. � � F � �`�,,1� �� A �� A � r�� f �;� ' � ��f`.�,�4'�„ t�.,� ��`"� �� t��'C��I•��;'�, �'' � ta � ��. �� ._ � ��`"� j;� "t��d �� 4 � ��t� � r" ��x C� � "6�� ;�� ;, .�, �`"�(."t� 1 � � C� e' .1"�° � � �C�:�°°'�'f�1�.��.�1�� ``�.�, ��Jfc�� t�� . `��"�,�` 1'�1 c�:�.-.�l � �a -a � �.�'� t� � �1 t� .�u � � .�`�� ; � '�' ,�1 ��''�� , . � :�� ° ��,�-�; '��; �;�C�.�-1 r ��`��r�� '�.rv� �' ��'►'t �� I`�'i `�� , ; ��:�� '�> �`�-� � c�-��: �� ' �� t� =�� t��` � � 0� � t--��.� � t� ��rt� �.� u � �'� � � ��.�� "t`�� E �� r�`�`" ' ��a � �c ��`� , � ��k°� �(�"l. u�'.'� ; 4i� ��, �, �,�� C.� s �� 1�� "�° t �t � I d�a �,��° t�� ! o �J �'� �2 � ° �� l t.� c� C� � �a �t.,�.��;�. �a �. �,� a � � �-� �P � c� �° �, �,� �.� � �^.� � i �` � � � t�t`a��°�� S `� ��" ��:� �,� , � � �.;..!��;� � �,�� r� I � �� .� �� 1 �� ,� �� ►,�� i� � f �� a q � �.'l�G.o:e+ p b � 4� �'^� $�i�; { �'�� 4 h,� ` w � � "� �� Ld � �� .k � '� �' e �" ✓ �' :3 r ..--..r.....— .� . �""` DAVID LINNER ARCH ITE�TS 1010� MORGAN AVE. SOUTH — - - BLOOMINGTON, MN 5543'S _ __�__ �:: � - - .. =- -_ PHON E: 952-884-6455 S H E ET:_.�. DATE: � FAX: 952-884-0860 : );� r �' � � � � '� ' �;,� � � � �'� �r> ��' �j, � �'� �� - Q' d _ 1 i� � � � ` `� y � � a . � �Vi l q 2 W � � y ,. � �V'' � ��`� � - x O 0 o n< �-- � �- � YW .o Z o = — t Nm 3 �� °^° � �� , OD `p Z m ' ..� .— ,.� � � n � ^ � � 4 '�""�' � 4 ,sy O � � D '^ ,Z � _ � "� .� o � Z Z � � �S ` ��,. � � � Z m � �; :-� , � � � � � �� .n ,–�. �" -..a � � � �,�, r,.� � _..� i . Y � � � �� '� � � �,r. � �.�, �� f � � �. �� 4� �;� � � � � � � � �� - �� _ �;� �• � �,,,,� �"�. ...� " `� _ , �' � � =� m � � : -:I � � � �+:'� �: -- 1 � � � �� { � � � � � i � � � v �- � `r -;. m "� {-- � �. � � � ' �-� � . �" �� . ��, � � � Bob Hutchins From: Steve Albrecht Sent: Friday, August 10, 2007 3:23 PM To: Gordie Schmitz; Chad LeMair AOL Cc: Bob Hutchins; Jane Kansier; Frank Boyles Subject: Perfomance Co. Update Chad & Gordie, We have met with Mr. Johnson and Mr. Knaeble the remaining property owners for easement acquisition. Mr. Johnson took the easements home for signature by his wife and himself today. We are hopeful we will have them back eazly next week. Mr. Knaeble does not want to include the storm water pond for the future street in this agreement. He is agreeable to just granting the required sewer and water easement at this time. He will review this with his partner and get back to us next week. Based on that timeline it will be very tight to have the easements on the Council Agenda for the 20th. To begin construction in addition to the easements and building permit you need to have a Development Contract and the engineering plans approved. Preparation of the contract will require a cost estimate for the proposed public sewer and water improvements. Additionally your final plans will need to be approved. My understanding is that Stonebrooke Engineering is working on these plans. Even if we had the easements I do not believe we would have all the Development Contract items or the plans approved by next Wed as is needed to obtain the building permit. I recommend you contact Jane next week to work with her on the Development Contract so you can stazt providing cost estimate info and the appropriate documents for approva( on September 4th. I will continue to update you on the easements. Have a nice weekend. Steve Steve Albrecht Director of Public Works/City Engineer City of Prior Lake 17073 Adelmann Street S.E. Prior Lake, MN 55372 p 952-447-9890 f 952-440-9678 Email Updates. Sign up now. -----Original Message----- From: Gordie Schmitz [mailto:GSchmitz@greystoneconstruction.com] Sent: Tuesday, August 07, 2007 9:44 AM To: Chad LeMair AOL; Bob Hutchins Cc: Ken Bryant; Steve Knudtson; Steve Albrecht Subject: RE: CJF Holdings Chad: I spoke to Steve Albrecht with the City of Prior Lake this a.m. He indicated that 2 of the 4 property owners that are required to sign utility easements have done so or have agreed to sign. The City is meeting with the other 2 this week to hopefully obtain the required signatures. Steve is hopeful that atl easement documents and the Development Contract will be signed / executed in time to obtain City Council approval at the August 20 meeting. Based on this information, the best case for obtaining any grading permit or building permit would be after the August 20 meeting; this will be confirmed with the building dept. The next City Council meeting after August 20 is Sept. 4. Based on conversations at our July 26 meeting, I am assuming that you would like us to hold on releasing any materials for production, which includes precast wall panels, precast floor plank, baz joists & deck and footing & CMU rebar unti( all documents are signed and final approvals are obtained with the City. Please keep me posted as information is available, as the material I have noted is critical path and will directly affect the construction schedule. As I noted in the previous e-mail, we may potentially be pushed to the next available production dates when it comes time to release materials. 1 � Bob: � Could you please let me know if there is a potential of obtaining a grading permit, prior to final City Council approval. There is a substantial amount of soil correction work and site preparation that could be taking place prior to actual building construction. We have a potential of losing import material, which is available very close to the site, if the earthwork portion of this project is delayed. Please contact me with any questions or if you would like to discuss anything in further detail. Thanks, Gordie Schmitz Project Manager Greystone Construction Company www.greystoneconstruction.com -----Original Message----- From: chadbambam@aol.com [mailto:chadbambam@aol.com] Sent: Monday, August 06, 2007 12:25 PM To: Gordie Schmitz Subject: Re: CJF Holdings Give Steve albrecht at the City a call. Sent from my B1ackBerry wireless handheld. -----Original Message----- From: "Gordie Schmitz" <GSchmitz@greystoneconstruction.corru Date: Mon, 6 Aug 2007 12:10:49 To: <ChadB amB am @ aol.cotru Subject: CJF Holdings Chad: How did your meeting go with the City last Monday regarding the easements? Are we any closer to being able to execute the contract and start releasing the precast and steel for production? Based on feedback from the suppliers, I am starting to get concerned about being pushed out the production slots they had for this project. Let me know. Thanks, Gordie Schmitz Project Manager Greystone Construction Company 500 S. Marschall Road, Suite #300 Shakopee, MN 55379 phone: (952) 496-2227 fax: (952) 445-4191 www.greystoneconstruction.com 2 Memorandum DATE: January 9, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for LeMair Building Following are the results of the preliminary Site plan review for the LeMair Building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). 1. Complete a Building Code analysis. ISC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. f. Separated or non separated uses. g. Exiting. 2. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrants and Siamese Fire Department connection. IFC 1001.7.1. 3. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. 4. Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6. 5. Determine depth of automobiles pazked in westem diagonal parking stalis, it appears as though the drive lane may be diminished because the autos will protrude into the 16' drive lane. 6. Locate Individual Septic Treatment System (ISTS) on Site plan. J:�L.ETRMEMO�LeMair�DRC LeMair.DOC 7. Obtain approval of ISTS from Scott County Environmental Health department. Contact Peter Schmidt at nschmidt@co.scott.mn.us . 8. Address domestic, interior fires suppression (fire sprinkler system) and exterior fire suppression (fire hydrant) water demands. Provide hydraulic calculations. If chosen, locate well on site plan. Obtain well permit from Minnesota Department of Health. Information is available at http://www.health.state.mn.us/divs/eh/wells/lwc/index.html . 9. Site plan sheet 5: label fire hydrants, post indicator valves, indicate depth, materials and sizes of water mains and sanitary sewers. Provide details from the Cities design manual. The following are building plan comments: 10. Submit signed architectural and structural plans. Submit signed HVAC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. The mechanical plans may be submitted at a later date. 11. Provide detail of lawn sprinkler service stub valve and backflow prevention details. 12. Provide HDCP signage details. 13. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas. IFC 1002. 14. An S.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Jessica.nye@metc.state.mn.us Presently, there is a charge of $5025.00 per SAC unit which is collected at the time of the building permit issuance. 15. Submit Energy Envelope Calculations. MN Energy Code 7670.0100. 16. Submit a soils report. 17. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. 18. Ventilation for the building must meet IBC chapter 12. 19. Tenant B vertical exit enclosure: An exit enclosure shall not be used for any purpose other than means of egress. IBC 1005.3.2. Lavatories, janitor's rooms and access to tenant B are not allowed in this stairway. 20. Provide access to Mechanical roof top units. 21. Provide details description of tenant occupants in spaces a thru d. 22. Tenant finish permits are required. 23. At tenant pernut application, list types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. 24. In-rack sprinklers, early suppression fast response sprinklers or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required 2 for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. 25. Repair Garages shall have a separator installed into which all oil, grease, and sand bearing and/or flammable wastes shall be discharged before emptying into the building drainage system. The existing separator must be proven of its meeting the plumbing code. Minnesota State Plumbing Code 4715.1300 Subpart 6 and 4715.1120. 26. Provide interior ventilation for all areas. Repair garage requires minimum 0.75 CFM per square foot of floor area. MSBC 1346.(?404.2. Office areas require 20 CFM per occupant. MSBC 1346.(?403.3. 27. Other than the repair garage, will there be storage of or driven motorized vehicles into any area? If so, state type of fuel source powers vehicle. 1'his is a preliminary review only on preliminary plans. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 3 �2 c �� o � �w�-� � S ��' t�-�- s � �� 2 �. c�,-d-�q- �� . � � � -�._ �,�.,` � cr�� Cs w E�� ' ` ' + r . (•� � � � 1 �/ . ��- 1 � '` `' F� �,r�-�� r�u� r��f � �'.- � _ { ? r�� . � 5 j��{�sr" / �`'� t� t"� � ' �(,,,qrd �L. !�, �� t �l�/. �,� i►�� s. S. �. . :D�� o� �,�; ��.`.�. � �-�.�vt/� . � . f V'� J�-�' ��--a � r' l.�iv c�.S uC.. , F�(tiLSG�j c,� t� �s T� ��. t �� 3. C l �.1 -E 1�. �-�- ��-z�c.PE L � �ti?' f 3 c.�'c �-�U�l�v �c./�t � � �Z'�C.. O �"i � '� �� P� ��o r�� 1 �-� � � � � ,� � � �� `� �� 7 �,�J� �o�.� �c��-�-,� � ��s � ��r� �; L��' � c.�(J � �c.� �� ' ` �z- �7 �- t �► � c-� �,�. °''.� : L� E 2' t�.s� �.3'0� f' o v u�sd� � �p �� v � '� c� �� s i �.�6s�y� �,c.�u� �L=�j�-- � �� P�-�� (,� �r�� , �� f vvt53U �30� � _— P� 1�c�� 6� �R �..r �.�.� . N F�� "Z� 1 �. �E �`�ty� �� E- � �....�.�..�°�" �� r� �Z-� � ELC� w�]f � ` � � � S t S � � - � �- (-�-(v (.+(x �� 1`�l � G�►� c.�G �j t ��,f,� � Jhl� C�42. - � l �€� r�- � rZ. , �' 2c vt p� ��- '.`"�'��— Sa 4. , t/�(�-s 1L �or�Gv�" P`'' e'`�' l� - � ^r'� ��v Tl�� S� -r�n.w C.�iv-�� INS. c��^P� �i �%�t' `"�'c� � �'' `t �c_F_�+Sc„'�O �l/L ��.�..�2._ '�'c �1 l �N �C_�s+>.J�t � i � Ta `T�1`f� �t � t �'� � Crs„ �l��rt /JL�S ( ✓� ST� � ° 'r ��..�T��--g �/"�aL ( �1� Gorn ��°r�-.�- v+�-�--�a�lz...4- 0�-�-- ��`�5"S `^�/F�t�t.3�--12.4�"�J C�J�� - �--��-5 . �� I�A-•��- � o�^-v`-�-�rLS �� 5 �,�y ��,�,� �r� �� w�- r� �� z�s-7-- `�.�.�.�- � ' .�� c� � � C- - � C.�,� � � c��.�.._ G�� ; � ��..� �C-�.,.� �� I � ��S - �� T'�I � , �,- �-. �� c.c.��-c��„ . , �un-'"`�— ��_�� d��? � /Y� rM.,._�P" c�°r l.v � �� /� � ( _ � l.t� ��t�— 1`� V�4-1 ��.es , . Memorandum DATE: January 9, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for LeMair Building Following are the results of the preliminary Site plan review for the LeMair Building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). 1. Complete a Building Code analysis. IBC Chapter 5. Include Che following: a. Occupancy Classi�cation. b. Type of Construction. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. f. Separated or non separated uses. g. Exiting. 2. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire DepartmenY'. Indicate on Site plan. Locate by Fire Hydrants and Siamese Fire Department connection. IFC 1001.7.1. 3. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. 4. Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6. 5. Deternune depth of automobiles parked in western diagonal parking stalls, it appears as though the drive lane may be diminished because the autos will protrude into the 16' drive lane. 6. Locate Individual Septic Treatment System (ISTS) on Site plan. � 7. Obtain approval of IST5 from Scott County Environmental Health department. Contact Peter Schmidt at pschmidt@co.scott.mn.us . 8. Address domestic, interior fires suppression (fire sprinkler system) and exterior �re suppression (fire hydrant) water demands. Provide hydraulic calculations. If chosen, locate well on site plan. Obtain well permit from Minnesota Department of Health. Information is available at http://www.health.state.mn.us/divs/eh/wells/lwc/index.html 9. Site plan sheet S: label �re hydrants, post indicator valves, indicate depth, materials and sizes of water mains and sanitary sewers. Provide details from the Cities design manual. The following are building plan comments: 10. 5ubmit signed architectural and structural plans. Submit signed HVAC, plumbing, firelsmoke alarm, emergency lightinglexit signs and sprinkler plans. The mechanical plans may be submitted at a later date. 11. Provide detail of lawn sprinkler service stub valve and backflow prevention details. 12. Provide HDCP signage details. 13. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of a11 areas. IFC 1002. 14. An S.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Jessica.nye@metc.state.mn.us Presently, there is a charge of $5025.00 per SAC unit which is collected at the time of the building permit issuance. 15. 5ubmit Energy Envelope Calculations. MN Energy Code 7670.0100. 16. Submit a soils report. 17. Submit the Structural Engineers requirements for 5pecial Inspections IBC 1701.5. 18. Ventilation for the building must meet IBC chapter 12. 19. Tenant B vertical exit enclosure: An exit enclosure shall not be used for any purpose other than means of egress. IBC 1005.3.2. Lavatories, janitor's rooms and access to tenant B are not allowed in this stairway. 20. Provide access to Mechanical roof top units. 21. Provide details description of tenant occupants in spaces a thru d. 22. Tenant finish permits are required. 23. At tenant pernut application, list types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. 24. In-rack sprinklers, early suppression fast response sprinklers or other a roved system that meets the National Fire Protection Association (NFPA) section 31 is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. 25. Repair Garages shall have a separator installed into which all oil, grease, and sand bearing andlor flammable wastes shall be discharged before emptying into the building drainage system. The existing separator must be proven vf its meeting the plumbing code. Minnesota State Plumbing Code 4715.1300 Subpart 6 and 4715.1120. 26. Provide interior ventilation for a11 areas. Repair garage requires minimum 0.75 CFM per square foot of floor area. MSBC 1346.0404.2. Office areas require 20 CFM per occupant. MSBC 1346.0403.3. 27. Other than the repair garage, will there be storage of or driven motorized vehicles into any area? If so, state type of fuel source powers vehicle. This is a preliminary review only on preliminary plans. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. Memorandum DATE: August 3, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for LeMair Building Following are the results of the 5ite plan review for the LeMair Building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 20(?3 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC}. The items are numbered the same as the January 9, 2007 Site plan review Memorandum and additional comments are in italics. Items completed have a �l��eag�-or have been eliminated. 1. Sht. Al; Complete a Building Code analysis. IBC Chapter 5. Include the following: a. Occupancy Classification. Designate areas of occupancy types. d. Allowable Floor Area. e. Height and Number of stories. f. Separated or non separated uses. g. Exiting. 2. Provide fire lanes for �re apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. L,flcate by Fire Hydrants and Siamese Fire Department connection. IFC 1001.7.1. Sht. A1: Add a fire lane sign by the Southeast Fire Hydrant. 4. Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6. Provide dimension. 5. Determine depth of automobiles parked in western diagonal parking stalls, it appears as though the drive lane may be diminished because the autos will protrude into the �' 21 '-10" drive lane. The following are building plan comments: J:�L.ETRMEMOV�Mair\Copy of DRC LeMair#2.DOC 10. . Submit signed HVAC, plumbing, fire/smoke alarm, emergency lightinglexit signs and sprinkler plans. The mechanical plans may be submitted at a later date. 14. An 5.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Jessica.nye@metc.state.mn.us Presently, there is a charge of $5025.00 per SAC unit which is collected at the time of the building permit issuance. 16. Submit a soils report. 17. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. 22. Tenant finish permits are required. 21. Provide a detailed description of the type of work and processes the tenant occupants 23. At tenant pernut application, list types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. 27. Other than the repair garage, will there be storage of or driven motorized vehicles into any area? If so, state type of fuel source powers vehicle. Sht. A1 Code Analysis states that a propane forklift is to be utilized; Section 404.1 of the MN State Mechanical Code states " Mechanical ventilation systems for enclosed parking garages shall provide a minimum exhaust rate of 0.75 cfm per square foot of floor area. Mechanical ventilation systems are not required to operate continuously where the system is arranged to operate automatically upon detection of a concentration of carbon monoxide of 25 parts per million (ppm) by approved automatic detection devices. " Additional comments: 28. Provide Sht L-1. This is a review based on the site plans. Other Building Code items will be addressed when the final review of the building plans is completed. The Building Inspectio� department is in the process of completing the building plan review. The �ug ��ins must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 2 Memorandum DATE: September 10, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for LeMair Building Following are the results of the Site plan review for the LeMair Building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (M5FC) which adopted with amendments the 2000 International Fire Code (IFC). The items are numbered the same as the September 5, 2007 Site plan �review Memorandum. Items completed have been eliminated. The Site Plan review submittals are complete and acceptable. The following are building plan comments: 17. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. 21. Provide a detailed description of the type of work and processes the tenant occupants. This review is based on civil, building plans and a letter from the architect dated September 7, 2007 that was submitted on September 10, 2007. The site plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. All of the above items must be addressed before the building permit is issued. J:�L,ETRMEMO�LeMair�LeMair#4.DOC -- �� _ _..__..._._ __. -� � __ __.�_ _ _ _ ___..___ �._. _. ___._.,.___.._a d_._.__._.._.__ _ _._.___.._.____ ______________ p_._,�,�.�� .,,_._..,._....� _ m . _.__°_.__._._____.._..�...,.-_.__ _�.,_..__._.._...,_.... ---... �"'�_. �fi . ...._,.___, ____.- -. _� _._.__ .--__._..._. . . � _ _ .�.a _ ..--- _._.____._��______ � _ _ - --- - - . _�.._ __ . - -- . - __.. _----°- -- -_-„_----.. .---____.� _ _ __�,� ____ ______,__- �� t� _ _�.. _ �..r � ._._ _ -^--� ---- - . � ____ � _ ._ ____ _� . _ _.�_.. __ - - • -- - - - - -- ---+-�----�-- :{ i -_ _.__,�_....__ .��._. _._._�__.�__..�_�______.__�._._._ ._. _-r--- , --_..._._�_-___ �t,`�.__��_..� i� °----...._,.__� _ _ _w_ -----_ .._ ______...___ - - --_ � _ . __ • - - - -^.. _ _ ! i _.._...__._. __ .� I . . �____ ------ --,___w,^._____.._�._.._.___..� ___�_____...._._.____.___.___�_�_. - - f . � � --,��-� � -�-,�,�� -��,�,� ��> ,�. �� _ __rv_______ --- ---��--�--- - ��------�� -.-_--�__ ' -> > ^� � c�� -r9-1 �vc��J . o o j� o.-1 }, o ) ��'-'cl � '7 r+� � n o 1,u _ -- --- ----- C�/`b' � d`'d'� s� � � � �. , _�__. �` �_ � ': �f C�_ � o� _. _ � , � 5 --�-Cl -r'"�.�q r''� � �� cn-'3,� � rv o i,i -a co -�i.i p�'� �►�,r' .. �, . . �� .�"? y -- --- S � ' �� - � � .__ s�-�-��_ � - _ _ _ __._.� . r � r �"+� � / -- .W ..,«�.�.�-...-...-_�_,.„..._,_� �...�....�.._ Z --- - - � -�---------_._.._._. . _. _ _- -- - S � _ Z 1 — -- - -- -- - - -._____.__.. _ __._.,_.___,_ • f �J . ,?� • � ' � � n,eJs -�.�/cvw: � OCI�/ � �''"?i� -� � --------- � �--- - ----- - -- — --- --- - + - --- _ - -- 7 �j�l ¢ '�.�•"`G`d d � -, � .�.3'+ntr� � l � �I �''?� � � -- - - _ -- —___ � ._- - ---- ---_--- - - � - - p � - ,j � � � , � S ��v� r -. o �l � � ! /� �f - -- -------- - -- - --- -- - - - I I I Memorandum DATE: September 5, 2007 TO: Jeff Matzke FROM: Robert D. Hutchins RE: Site plan review for LeMair Building � Following are the results of the Site plan review for the I.eMair Building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). The items are numbered the same as the August 3, 2007 Site plan review Memorandum and additional comments are in italics. Items completed have been eliminated. �. Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6. Provide dimension. Architect and I discussed at the DRC meeting on August 30, 2007. V5. Deternune depth of automobiles parked in western diagonal parking stalls, it appears as though the drive lane may be diminished because the autos will protrude into the �6' 21 '-10" drive lane. Architect and 1 discussed at the DRC meeting on August 30, 2007. The following are building plan comments: 17. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. 21. Provide a detailed description of the type of work and processes the tenant occupants. This review is based on civil, building plans and a letter from the architect dated August 22, 2007 that was submitted on August 30, 2007. The site plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. All of the above items must be addressed before the building permit is issued. J:�I.ETRMEMO�LeMair�LeMair#3.DOC 10100 MORGP�N AVENUE SOUTH BLOOMINGTON, MN 55431 TEL: 952-884-6455 ' � F,4X: 952-88�}-0860 1-800-829-2685 - " - - To : Bob Hutchins - '� � � � '- ' • Re: LeMaire Building / CJF . . � , , � � . _ . � . , , . , , �= � . , . -� . Dear Bob, ` � � �Nere are'r�y�responses•to your August 3, 2007 memo to Jeff Matzke. Regarding Chad-LelUfaire's Building. ` - - � 1. Compieted code analysis, see sheet� A1. . DAVID P LINNER 2._ The SE fire hydrant was removed per Larry Poplar, the fire lane sign� �� a,r�Hir�c _ - was added. . , . - ► � 4. Added 20' dimension at accessible stall. \ . � � � - � r Y 1 � Y - 5. The center line dimension of a stall is 22'-2" at the diagonal with bu�nper over- � hang at the front. . . � - _ � . �10: The mechanical and electrical plans wiH be submitted at a later date. , 14. The SAC determination application-Ras been completed and sent to - - � . Jessica Nye. • � , � � 16. Shawn Btoch submitted the soils report to t�ie city. . _ ' 17. The structur�I engineer's special inspectian form will be forwarded to you . .- as soon as it is signed by everyone. , - , 21. Chad LeMaire is re-writing the detailed description of the building uses. . ,� 22,23. Forth coming �at th� time of tenant application. . _ _ � . 27. This item will be designed o your satisfaction or the o'wner will switch to an _ , � etectric forklift. . - � - - � � � , � � � 28. L-1 is attached. � � - � P , � � ' ' � Copy : Chad Lemaire, Gordie Schmitz � ' � � t -, � , , � � � . � MErdBER OF THE ,4MERIGAN INSTITUTE OF _ , ' . , - i .4RGH ITEGTS ` , . � . , - � , � O � PRIp� ti " � 1�� ,�-, �,�,,�_ Memo �INNESO� Date: July 29, 2010 To: Jerilyn Erickson, Finance Director; Bob Hutchins, Building Official From: Larry Poppler, Assistant City Engineer Subject: CJF Holdings Reimbursement In accordance with the Development Contract signed May 19�', 2008 and the Amendment to the Development Contract signed October 19�', 2009 with CJF Holdings, the City is required to reimburse the Developer for constructed improvements in the Welcome Avenue and Industrial Circle area. Below is an excerpt from the Amendment to the Development Contract paragraph 28 B. "B. The City shall reimburse the Developer an amount of $159,925.00 as connection fees are collected from other Industrial Park properties for the extension of sewer and water from Industrial Circle to Welcome Avenue. This amount was calculated as the construction cost (172,172.00) of the utilities plus 12% ($21,573.00) of the original bid ($179,780.00) for engineering and construction staking, less the sewer and water connection charge reimbursement ($33,820.00) to CJF Holdings on May 19�', 2008. The total construction cost for the extension of sewer and water from Industrial Circle to Welcome Avenue is $193,745.00. This construction cost does not include the Developer's site utility costs." The City recently collected connection fees from Integra Telecom in the amount of $45,000.00 for their property at 5786 Credit River Road SE in accordance with the easement agreement dated August 17�', 2007. The connection fees collected in the amount of $45,000.00 as a part of that connection permit should be distributed to CJF Holdings in accordance with the Development Contract and Amendment. As other properties connect to the system in that area they should also pay this connection fee of $45,000. That fee should be distributed to CJF Holdings in accordance with the Development Contract up to the amount specified in the Development Contract Amendment. The remaining balance owed to CJF Holdings amounts to $114,925.00 ($159,9251ess $45,000). Accounting Reference: 601-37750 Phone 952.447.9800 / FaY 952.447.4245 / www.cityofpriorlake.com I t ; Boundary y Surve For : Performance Construction 1 1 I , I w I 1 � I I N56'11 '30'E 514.66 S88'39'00"W 1875.73 1586'11 '30'W 1 I _ - -_. -- - ...- - - _.- - - i 30 30 i I I 1 84.66 - -1-- - -- •'- - - - --- 1 - -- I r--- 1 1 EAST 273.86 1 I I 1 213.86 I I I 1 1 I 1 I to 1 1 I z I I I 1 I O I O o I I I 1 I I � N 1 I I 1 I 1 1 I I O I 1 1 I I Z I WEST I I N � � POB /i 30.00 EAST -- - 670. 15 / /_ I _ O 1 .r - - - - - - - - - -- - --- - --- - - - - -- -- -- - - ----- - - - - - - - - - ---- -- O 700.75 1 I < nl I 944.00 1 30 30 1• 1 p l • 18 1 "71 I � 1 I fi hg I 1 � }�tg ig 3 . 39 ACRES Scale: 1 inch = 100 feet H j I 1 i I Tfi) Ivo c: z 1 L fl 1g (2.82 X833 R/ n) y W • _ Iron pipe monument I WI I � 1 10 v71 aal l y 1 Id. to1�• O o m a FI I I I p 1^ 0 QI I p I 1 0 o IC ^ o la cy1 1 I 1le n Ir NI I j I Iz I Q C �Jd Z IN � I 10 1 1 �3 3oyp NI 1 � I I I N Iwto I I 1 I O of i M j i i WEST 250.00 0l io � $ iZWi EXCEPTION t oa lo 1 z - 250.00 - -- - - -- J 1 0.01 1 I S633TBS^ . IIESTI S8F j I 1 I hereby certify that this survey, plan or report was prepared by me w I I or under my direct supervision and that 1. am a duly Registered Land ZilZI1 W OfNTFR j j Surveyor under the laws of the State of Minnesota. wI 1 /'t'f I 1 0 1 f I � COU^ t o N I 1 31 1 z - ATE-a j j Dated 0 I I 1 1 1 � I I I I gyNo \\ 1 1 1 I I Plape/iyDescliption. 72� � David G. Rapp, Land Surveyor j I I I I 7hatpadoflheEast 7h ee-FoudhsolfheSoNhees101,anierofSeclhn 4 Towash/p 1f4 Range22, ScnBCounty, M/nnesoladescdbedasfi/lows: I 1 I Minnesota License No. 22044 1 1 1 \^^^ 130 30 1 1 I 1 CommencimlatlAe soulheaslcomero/saidSeclion f, /hence an an assumedbeadngalNadh Of degroes 2> minu/es 00semnds Wes(a/anglhe eastline olsam/Seclion l, adis/ante o/>75f.721ee1,�lAance I 1 1 1 1 South BBdegmes 39mfnmes OOsemnds Wesla distance of 1B75.731eet,,Ihence SoNh 86degmes 11 minafes 30seaonds Waste distance of84.661eetlo the eastline olthe wesl30.00 het olsaidEast ^ 1 I 1 1 I Thme-Fnudhs oflhe Southeast Ovader, fiance Worth 86 degmes f minutes 30 seconds East a d'stance of5f4.66leele thence beamg South a dislance of704.3f feet to the cenledine ofOmmvState Aid HvAr"yNo. f4lhenca South 63 degmes 37minates 56secondr Eastalongsaldcenfedtne a distance of7365ftet'lhence beaiingNodh a distance of 412.00feef;;hence beadng Easta &Aence of670. 15Jeet I I tothe point o/beginningo/!he landlobe desedbed••lhence beadngNodh a distance 0224.00 teal,•lhence beadngEast a distance of273.B6feel,•lhence beadng South a distance of604.Odfeel,•lhenm beadng \ 1 1 I 1 1 Westadislanceo/280.00/ee4•lhencebeenngNodhadisma off05.451ee1,•lhencee/ongalangentialcurve, concevelo the east, 1;avingamdiusof49f.08feet• acentm/ang/eofl5degties00mindes00 1 ( seconds enam/engfiol128.57fee4thence elongamverse curve conceve to fie was/, havingamdiusof569.68feel, acentm/angloo/ 15016gmes OOminules00seconds anam/engthc/f49. 15Jeelmom t ^l t I 1 or/ass fo the imemeGmn with acne DeadngEeslJmm the painlalbeginn/ng,• !hence beadng West a distance a/30001eeflo the painlolbeginn/ng. I 1 1 I I EXCEPT/NG THEREFROMIhe /allowing describedpmpedy. j I I 1 I 1 7hafpadoflhe East 7hme-Foudhs olfle Southeast 0ueneretSectmn 4 Township ff4, Range 22, Scop County, Almnesole descdbsdasfb/lows: Commencing atthe soulheastcomerofsshlSecbon tothence1 1 I on an assumed beadngoJNonh Of degmes 21 minutes 00 seconds West along fie east line ofse/dSection f a distance of f25f72lee%•thence South BBdegmes 39 minutes 00 seconds West a distance of 1 I f87S73toat,thence south 86degmes 1 f mfnules 30 seconds West dblence of 84.66 feel to fie cast line ofthe wes130.00feet olsafdhest 71; a Foudhs o/sam/Southeast Ouaderthemv Nonh 86degmes 1 ffminvles 30secon&kasta distance ol51466Jeet•f once beadng South a distance of704.3fleetto the cenlefiie ofCoun6vSmaA&Hghwayft 12,4lhence South Wdegmes37mintAles 56seconds East I 1 1 e.6ngsaidcentedine a dslence of73.66feet,, !hence heanngNadh a distance of 412.00lbet,thence beadagEasf o dafence of 944 X leet,•lhence South a distance 0320.00feeflo the point ofbeginaingo/fhe I 1 /andm be described,•/hence cnn5nving South a distance of60.00leerthence Westa distance o/250.00feel, fhence Nodh a dsmnce of60.00/eel,•thence East a distance of150.00leetfilhe point of 1 1 beginning. I II I I Tagefierwllhanonexc/usl� eesemenllormeolveyaeerandecrosslhafpedollhe Eesl Thme•Foudhs ofNe SouNeesl QuanerofSecNon f, Township 114, Range 22, Scoff County• Mfnnesole, descdbedas fo/lows• SE CORNER SEC. 1 - T114 - R22 A sBip oflond60,ODfeelin widh fie cen/edine ofwhkh is describedes fo/hws: Commenrrngat/hesoulbees(comerofsaeSai ion f,'thenceonanassumedbeadngolNadh Ofdegmes2fminutes00 SCOTT CO. MONUMENT seconds West a/onglbe easthne ofsa/dSeclion f, a distance of 1251.721eet,•lhence South 88 degmes 39m/nu(es 00seconds Waste distance of 1875.73/eet•lhence South 86degmes 1 fmloules30seconds Westadislanae of84.661eello the eesl/Ine oflhe was130.00feetofsa/dPasf 7hme•Foudhs ofse/dSoulheasf 0uener, Ibence Nonh 86degmes 11mftaas30sec0nds Easta distance ot5f4.66faerffience DELMAR H. SCHWANZ Scathe dslance &704,3f feet to the cenlerbne ofCoun1yft1aABl/ighwayNo. 12,4Ihence South W degmes 37minutes 56secondsEasl alongsa/dcentenine a d/slence of73.66/eel,• !hence Nodh a dsfance o/4f200%el, lhence Eestadcrtance o/700. 151eefloapo/nlhem/na8erm/ermdfo aspainf A; lhepoinlofbeginn/ngoflhe /inalo de descdbed, Ihence Nanhadislance ol325.00/eet,•0wnce ebnga LAND SURVEYORS, INC. mdtvslialcurv8lae1, cemmewgleal' 5deg eiusof455.741Wsocannbalanmlang5off1l. 00minufes07semnds, anam/englh olf19.3> /eet'lhence glance 3040curvaallthvefolheeeslhavinga 14555 SOUTH ROBERT TRAIL nidus ol474.68/eel, a carom/angle of f5degmes OOminules OOsecnnds an am/eng/h o/ 11f 13/eet, thence Nodh mngent to said/asf describedcurve a d'stance o730403feef andlhem /emina8ng. Togefierwifiastrip olhnd60.00/eetin width Abe cenledne a/which is desuibedas /o//aws• Beginningallhe above mfemncepoinl 'Afeagenfia/curve concom to the westhawaga ROSEMOVN•T, M 565068 ladles o/569.68feet a centro/angle of 15degmes 00minules OOseconds, a chom'beenngofSouth 07degmes 90minules 00seconds West, an am/ength of f49. 14fee1,•fhence a/onga inverse curve concave 651 X423-1 769 m the eesthevinga mdius of491.091ael, a cenlm/eng/e off5degmes OOminulesODseconds, an amknglh of f2B.57/eeClhence South tengentMseidlesl describedcurve a distance aJ466.5f leelmom or less M the cenledine afCounySmle AnfRoadNo. 12, andthem terminaling. B 04 1 1 5 6 B