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Home My WebLink AboutBuilding Permit 94-0171 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED Ej '/S� 2a� / ADDRESS /�p� ��o � �--� , � OWNER CONTR. PHONE NO. PERMIT NO. ��" I�� ❑ FOOTING ❑ PLUMBING RI ❑ EXC/GRAD/FILLING ❑ FRAMING ❑ MECHANICAL ❑ LKSHORENVETLAND ❑ INSULATION ❑ WATER HOOKUP ❑ COMPLAINT ❑ FINAL ❑ SEWER HOOKUP ❑ SEPTIC FINAL ❑ FOUNDATION ❑ SEPTIC INSTALL ❑ FIREPLACE ❑ DEMOLITION ❑ PLUMBING FINAL ❑ ❑ FIRE PREV. ❑ SITE INSPECTION COMMENTS: '032.0� U.2 f��J a�1'Vd'�y/ ❑ WORK S RY, PROCEED ❑ CORR T ACTION A CEED ❑ CORR CT WORK, OR REINSPECTION BEFORE COVERING Inspect r: Owner/Contr: � CALL 47-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY.� ...vrGV 111.�N NOT�riE -' •��v-�ry � PERMIT NO. �1 � SCHEDULED ? - DATE TIME COMPLETED CITY OF PRIOR LAKE CALLED-IN ADDRESS INSPECTION NOTICE SCHEDULED 2 - - 9 - �S �� • � PERMIT NO. �,� - �� OWNEq COMPLETED TELEPHONE NO. C � ) I W ❑ FppT�NG ADDRESS I�o� `� ( s �'S�. �t�� .�i Q � FRAMING �P�UMBING RI v� ❑ INSULATIpN � MECHANICAL �SITE IN; OWNER }� r� S�_�i az CONTR O� WALL BD. � WATER HOp1(�p � EXCAV. 2 �FINAL � METER SET/T�qN ON � �KESF TELEPHONE NO Q❑ F OUNDATION � SEWER HOpK�p � COMPV �❑ DEMOL. � SEPTIC INSTq��. O FOLLON W❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION J❑ FIRE PREV. � SEPTIC MAINT. � SEPTIC I Q 0 FRAMING ❑ MECHANICAL � EXCAV./GRADING/FILLING W ❑ PLUMBING FINAL � F►REPLA � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS = COMMENTS � _� �❑ WALL BD. O METER SETlfURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP O FOLLOW-UP J Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL Z • O � O 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE � Z ` ^o � J❑ FIRE PREV. ❑ PLUMBING FINAL p � Q � w� � W COMMENTS: C� � Da I,�s t"� �- a G � � � w 2 (, � � `� � �. —' �. (��v�n �K,. � �a�.a� ' '�. C O p 2. L(..Q�� V0.;1.� a-.� [ w�.,t� o � 4 f� t � a.� 1 a.. W � �� N�� .,,�u, �S �r �{.�• ��u�✓ �O ?. , s . C. j �� a�i� U11 ff�r�t St�a.c�S � 8� . ^��^ � ��`,` K '�' � Cc O � Gt . � �ris �. �` � �V NL L � I L- � W I a. �� r� �ea o �`� �. � � � '�� '��►c W cl. � � 2 . 'gx� �� - l a.-�. �,_,_.� �- `��,- � ; ,..., f o E- s S-< <�� _ 5 lo J ,,,�, �.r- � � � � z y. � F-� o S�� Q.Q....._._.., ¢ l� W ❑ WORK SATISFACTORY:PR � �❑ CORRECT WpRK AND PROCEED W �� CORRECT WpRK. CALL FOR REINSPECTION B EFORE ❑ COVER NG � 0 CORRECT UNSAFE CONDITION WITHIN � ❑ S70P ORDER POSTED. CALL INSPECTOR. � � INSPECTION REQUIRED. CALL TO AR HOURS. INSPECTO W RANGE ACCESS. W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN call for the next inspection 24 hours in advance. �❑ CORRECT WORK AND PROCEED 0 �-CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING OW�gf/C V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. • 0 SI ❑ STOP ORDER POSTED. CAIL INSPECTOR. If1Sp@CiOf ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. r�aw c�r�s;ro Nonce call for the next inspection 24 hours in advance. Owner/Cont . n site "''" Inspector 447-4230 YMbw Copy/Site Nofice WAite Copy/Intpector's Fib DATE TIME CITY OF PRIOR LAKE CALLE0.IN INSPECTION NOTlCE SCHEDULED cl-5-g� ;�C� PERMIT NO. �I � - � � I COMPLETED ADDRESS I�� Lp fi; s�„ �,,; ,,.� V�c�.o� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � �FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � p�.INSULATION O WATER HOOKUP ❑ LAKESHORE/WETLANDS � u WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C FINAL ❑ SEWER HOOKUP O FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: —� I . l'1�,; �+�.•�. �;,t R�� r�s �� z 0 W 2, r-� � �c�- � -�,.�, v ,,.� �r s .t%,� �+ � �}-ruc.�,rti..� L�-v�Le..c-��'r�, � ' � O � O � � �,-�,�.,� � 2"+�,_,__ - s�-�, l S E v, �C" � (� o �\ ,,..... -l-� le..e � � f� � �f� - 2b ��. �� S� W � U C, �� ud�S I �s2 � � O W ¢ W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O �CORRECT WORK ANO PROCEED �[� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING U �7 CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. �; INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o ite Inspector ; , 447-4230 �' r�aW coP�rs�rs warky wnms coPyn��ra•a Fee DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . �' —( / � COMPLETED / �� 4' 6'G� ADDRESS �1��7� �sl� P�t; �� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING f�LUMBiNG RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS �❑ WALL BD. � METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL O SEWER HOOKUP ❑ FOLLOW-UP Q � FOUNDATION ❑ SEPTIC INSTAIL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q w� � z 0 ¢ Y � � � '� y ; � � p� - � � � w ��v � G-n- � � �� IZo-u�.,_ 12rt �-- l 3 p � ¢ O � W � Q � 2 � W � /. � O' � � WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN L CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V C CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CAIL INSPECTOR. ❑ INSPECTION IRED. CALL TO ARRANGE ACCESS. call for the n t ins 'on 24 hours in advance. Owner/Cont . o sit Inspector 447-4230 re�aw coPy�rs rance wnne co�n��ra �s F�b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO. � �� COMPLETED 9-7-94 l(:E� ADDRESS � �� • `-� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ��P�IGIBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0❑ WALL BD. O METER SET/TURN ON � COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE � ❑ FIRE PREV. ❑ PLUMBING FINAL � = C MENTS: Q r b�e.w r z 0 w � � �(' �c1� a � � O � O � W � Q ti 2 W � W � � O W � W❑ W SATISFACTORY:PROCEED-- -- -- -- ❑ PHOTO TAKEN p❑ RRECT WORK AND P ED � CORRECT WORK. CAL OR REINSPECTION BE RE COVERING V ❑ CORRECT UNSAFE C IN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL IN ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the n i sp tion 24 hours in advance. Owner/Co tr on ' Inspector 447-4230 rs�aW coPy�rs na wnns coPyii�apscror�s F+b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO. qQ -�� COMPLETED q' -Q `� E ' AD�RESS I t� 7�7 � �� s�` Q� e-ll OWNER � ' r CONTR. �. TELEPHONE NO. l j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING O MECHANICAL O EXCAV./GRADING/FILLING y❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS Q❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _❑ DEMOL. ❑ SEPTIC MAINT. ❑ FI EPLA E l J❑ FIRE PREV. ❑ PLUMBING FINAL � J� tY �CT o+ ��'"� Q = M NTS: J �,� Z 0 2 W l� .fIL� a -� � �� O � O � W � Q F�- 2 W � W Q � O W � ORK SATISFACTORY:PROCEED O PHOTO TAKEN O❑ CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CON I ION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POS . C L INSPECTOR. ❑ INSPECTION RE IR D L TO ARRANGE ACCESS. call for the nex inspe on 4 hours in advance. Owner/Contr. n s' Inspector 447-4230 re�aw coPy�rs wonce wnxs coPynn�cra •s F�b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE �� SCHEDULED PERMIT NO. q� ' � COMPLETED`�'�� 3 `� ADDR � � 432�' ESS OWNER l ��?� k' � � 4� CONTR. TELEPHONE NO. W ❑ FOOTING �UMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION � SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: -� Z � o � �. � ` �..`�l � � W a � ¢ � 0 � ' o � -�L W � � Q W C,�..�., � c�- � W � 5 �Y�- OV� a � � � � �� ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 0 ORRECT WORK AND PROCEED 0` CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOUfiS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. � INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next ins 4 hours in advance. Owner/Contr. on Inspector 447-4230 rs�aw coPyrs�rs ranca wnms c�n��ra�s F�b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED PERMIT NO . ��/ COMPLETEO �� G � ADDRESS �0 7 �� / T i�=�" OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING � MECHANICAL � EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. ❑ TER SETlfURN ON ❑ COMPLAINT 2❑ FINAL SEWER HOOKUP ❑ FOILOW-UP Q U FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAI 2 C DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Q � � � c�� I � ,l � W a o � � > ¢ 0 � W � Q � 2 W � W � /, � O W � W ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O C CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V r' CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. [� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o i Inspector 447-4230 rMlow Copy/Sifs Notrce WAits Copypnapsctor'a Fib DATE TIME CiTY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED �- �" � � �no PERMIT NO . �� — � ` ` COMPLETED ADDRESS � �o� � C� ��_� '�c� OWNER CONTR. � � TELEPHONE NO. lL ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � C� INSULATION ��/ATEFi HOOKUP ❑ LAKESHORE/WETLANOS � C WALL BD. C METER SET/TURN ON ❑ COMPLAINT Z �� FINAL � SEWER HOOKUP O FOLLOW-UP Q❑ FOUNDATION �CTS EPTIC INSTALL. ❑ SEPTIC FINAL _❑ DEMOL. � SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � i COMMENTS: J p �! O C. � � � W a � � O > Q O � W � Q � 2 W � W � � O W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � 0 � C RECT WORK AND PROCEED RECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING _. CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. `; STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARFiANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o it Inspector 447-4230 r�aW coPy�rs rvo wnns coPyn�apscra•s F�b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � 2 `� PERMIT NO . � — ! /I COMPLETED ADDRESS �re C J�.�'ivl/l OWNER CONTR. TELEPHONE NO. �OOTING T•.r�� ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON O COMPLAINT Z G FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION � SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Q � -'�--�' ` � � W a � .� � � O � Q O � W � Q � 2 W � W � � O W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED 0 ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVEAING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr 'te Inspector 447-4230 rs�a»-cqoyisiro ra wnme c�yn�aPecro.�s F;b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED �— (� ' ° � PERMIT NO. 9 4' � 7 � COMPLETED ADDRESS �rrP ��Q� OWNER CONTR. } TELEPHONE NO. l j '��OOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FHAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS 0❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z � FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: Q l , � � � �Q� p ��. � � �-c � �� ... ��,�, ¢ W � � � O � O � W � Q � W �a � 4 � W � �- � � � d W � �ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AND PROCEED 0❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING U � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP OFiDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO AFiRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/C tr. on site Inspector 447-4230 re�aW cqoy�rs wnm. c�ynn�scro. •s F;b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � � g �� _ PERMIT NO . �� —' � �� COMPLETED ADDRESS �rc S f�r,�r: y _ OWNER CONTR. TELEPHONE NO. �OOTING ��r, u � OPLUMBING RI ❑SITE INSPECTION � ❑ FRAMING O MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS �❑ WALL BD. ❑ METER SETffURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Z ' ��;�, c �t�o �Q � _J o - � W � w �� U�►-Er<�.J�_ S I��, flo�-� �, � � � A�<-2� � Ut�2_ Ol,t'e �' G i G19`,/-+Z.- �1 r, , �f _ � _� G?t � �- �_� -P v. C�. �� '�'�-O (:� �' � � � � ' � �- �z r � ! � c, �� a -e v- � r � ,--: � � �2��c�`�r° Q1zC' ��)�� Q � Z W � W � � O W � W❑� W� RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O �'CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V O CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . ite Inspector 447-4230 re�aw copyisrts na wnms copyn�a�ecro� �s F;b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED 1�`� � PERMIT NO . �4 ��_ COMPLETED ADDRESS �Co�n� � l` � sL. � t' . IC� • OWNER CONTR. � TELEPHONE NO. 1y��00TING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL O EXCAV./GRADING/FILLING � O INSULATION ❑ WATER HOOKUP O LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FtNAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: � � 'i'r r� i Gt,� � � � od(S ' '�` � p a. T a.--,.. � � W a � � O R O � W � Q � 2 W � W � � O W � WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN Q❑ CORRECT WORK AND PROCEED � O CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDEfi POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co r. ite Inspector 447-4230 Yslbw Copy/Sih Notice NTits Copy/Inspsc(a's Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED �' - S`+ �'• O PERMIT NO . / �� 7f COMPLETED ADDRESS i� � � ��.�; �. OWNER CONTR. TELEPHONE NO. W �?FOOTING ❑PLUMBING Fil ❑SITE INSPECTION � O FRAMING ❑ MECHANICAL � EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0❑ WALL BD. ❑ METER SETffURN ON O COMPLAINT 2❑ FINAI ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FoUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE �❑ FIRE PREV. O PLUMBING FINAI � = COMMENTS: J 0 __ �� MGiiv�1 c.�� .L J�� rs� C6 v. � r �� t Cou-uo�re- � a � � W 1_V �� L��1 Q(1� ((A�5 . ek iw�V� t�2. �--�e �f5 a s�- � _►.-. S� � � � O o �� S.�e � � a-- �„> �„ � = � _� W �J . � � � '�L �C�a�<<nv�. ��eri�i�.�L -�O� r�sl,�� l a�" W c� c ( � � �r�� — f ��, �-n.,.,� (.�. � W � � O W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN ��CORRECT WORK AND PROCEED � �J CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call 9or the next inspection 24 hours in advance. Owner/Co r. site Inspector ' ' 447-4230 � r�a»- coPyisn. wnrt� capyn��rw�s F;� DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED 1� - 5 -- �� 5 0 PERMIT NO . �� ' I� Y COMPLETED ADDRESS OWNER CONTR. � TELEPHONE NO. lL ❑ r'OOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING O MECHANICAL ❑ EXCAV.lGRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C; WALL BD. C METER SET/TURN ON ❑ COMPLAINT 2 G FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q C FOUNDA710N ❑ SEPTIC INSTALL ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ IREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � '� �� r Q S�q� = COMMENTS: J � � v� � � M.� i �� Y.� � v- r- `1 ' 1 g O�.-� � � G S-�_ Z � W � K� �6 �' Ib w; r-e r.e � u�b ��.�— a ¢ � O � O � W R Q � 2 W � W � � O W Q W C WORK SATISFACTORY:PROCEED C PHOTO TAKEN O�'CORRECT WORK AND PROCEED �� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING C CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. C� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next ins ection 24 hours in advance. Owner/Con,Cr. n� Inspector i ' 447-4230 1 , vb�ow Coar�sir.i � nce � wnire copynnapscra+•s Fi1s DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED a- i8 -9 / O:� PERMIT NO. �1 ��' � l COMPLETED ADDRESS � �� o ��,� OT�o� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � U FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. CJ METER SET/TUfiN ON ❑ COMPLAINT Z C FINAL O SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. � SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE Q ❑ FIRE PREV. ❑ PLUMBING FINAL � �,,� � ��- � � �� p� _ = COMMENTS: Q T1,, �_ �t:�k w�� wd.s C�;i,.l, �d,,,..o1-�.LLA ��C p .e �'�.�..- cJ as L�A; �4 ; �.. s��J. .. �� ; f� s v(a.t i o-�n W � Qs on s,' � c �n�, {� t US �s.� ��1 � b�r w��..� � --� �.�..e�..� ;� Dcu—ti� ;r..¢�c�.c�S �.rQJ-e c9�C � ( ��ol � �` �..� _ 1 w��.,-, G.� �-et�✓ l cZ �' r�� O c (� � � dL�-�t-c.c �- � r- c, S i`� t� � O� o f �"� ° �� ►-�� W � Q � 2 W � W � � O W W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN C CO ECT WORK AND PROCEED G CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the n t i pection 24 hours in advance. Owner/Contr. n e Inspector ' 447-4230 r�aw coPy wnms copyn„ap.cror�s F;�e OATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULEO � � - "Z° - �`°� PERMIT NO. 1 �I' I�l COMPLETED ADDRESS ��'�1 � F i s(�t t • �.� � OWNER CONTR. � TELEPHONE NO. lt� ❑ FOOTING OPLUMBING RI ❑SITE INSPECTION � C FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C WALL BD. ❑ METEFi SETlfURN ON ❑ COMPIAINT 2 G FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FoUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J O FIRE PREV. O PLUMBING FINAL �.'j ��,5 i COMMENTS: J p �a��0.�� (lo� a S� �� • c�,' �oe- .1�n5�c�;d2�.S i �n c. - I - �u.�l�e.-.� _,,i.��....�.r � O � � � � :..,n � W Q Vj � ✓ vint V]2a_v� a.Q. �i�.•. Ca\�S �a� � insll.nCr/o�..S . W 1� r�sri � w � �;_} � lo� a �. t s s V�e I t I� r o N W -� � �-� � �nt�n. ��-rm-.s w�� vtn � �-+1c�c� 1 �- � s � a�, t— j r�� rb:1.�-., �-.. c� 11 ��- ; ��.s � W �,� W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � C CORRECT WORK AND PFiOCEED � �' CORFECT WORK. CALL FOR PEINSPECTION BEFORE COVERING C.', CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOFi WIIL RETURN. �; STOP ORDER POSTED. CALL INSPECTOR. `�INSPECTION RE RED. CALL TO ARRANGE ACCESS. call for the next ins ection 24 hours in advance. Owner/Contr. o s� Inspector 447-4230 r�aw coPyisrt. nance � wnne coPynna�cra •s Fes DATE TIME CITY OF PRIOR LAKE CAILED-IN INSPECTION NOTlCE SCHEDULED �� '� 1- 1 Oo PERMIT NO . l-�� ?� COMPLETED ADDRESS -�i� S��c�. OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING fil ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � L�. �NSUTATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C WALL BD. CJ METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q L FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. 0 SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q . rrn � ru.� � o � ay� S t�_-�T_�r, �. f�a� ��rsw�- � �e�� w.e` = �j�c� � 1 T' �`�� " � S� C1C t'4.l � a W _ 3� �� a a ¢ � O O ' (� � - ( � X.��" l VLS �- � d1.�--�_ � V� G�. � 1,ti-^�l 'e-.-�� W _1��r�—h � Q � 2 W � W � � O W R W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED 0 �� CORRECT WORK. CALL FOR P.EINSPECTION BEFORE COVERING V C' CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. G STOP ORDER POSTED. CALL INSPECTOR. INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . ite Inspector 447-4230 re�aW c��ism. naoce WAite Copy/Inapecror's Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO. R� r ��I COMPLETED f � -3 � ``� � ADDRESS 1 �5�77�0 1'►� rT. � OWNER CONTR. TELEPHONE NO. W ❑ FOOTING UMBING RI ❑SITE INSPECTION � ❑ FRAMING � MECHANICAL ❑ EXCAV./GRADING/FILLING �❑ INSULATION ❑ WATER HOOKUP � LAKESHORE/WETLANDS � 0 WALL BD. O METEfi SET/TURN ON ❑ COMPLAINT 2❑ FINAI ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTAIL. ❑ SEPTIC FINAL 2 � DEMOL. ❑ SEPTIC MA!NT. ❑ FIREPLACE �❑ FIRE PREV. ❑ PLUMBING FINAL p = C M NTS: J z n_`'1, 0 V�M/�+ � � � W � a w � � O c ¢ v (l2 �YL. 0 � W � Q � 2 W � W � � O W W❑ RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN CORRECT WORK AND PROCEED � C CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTIO EQUIRED. CALL TO ARRANGE ACCESS. for t �spection 24 hours in advance. ntr site 447-4230 YMite Copy/Inapxtor's Fib � �, ca. pwne� Inspect � r ,�aw covv � �. � �� p: � � �. � � � � � k. �� •' :# � � d DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULED PERMIT NO. a� �� COMPLETED ��-� ��y `CO ADDRESS � L�? � �� p � � OWNER CONTR. ,`'� �. TELEPHONE NO. l j O FOOTING �PLUMBING RI ❑SITE INSPECTION � C FRAMING C MECHANICAL O EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESNORENVETLANDS �3IVVALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL � SEWER HOOKUP � FOLLOW-UP Q � FOUNDATION ❑ SEPTIC INSTALL. � SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. � PLUMBING FINAL 0 = COMMENTS: Q � S �� o � . � y- � � W 4 � � O > � O � W Q Q � 2 W � W � � O W Q W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AND PROCEED � G CORRECT WORK. CALI FOR PEINSPECTION BEFORE COVERING �] CORRECT UNSAFE CONDITION WITHIN HOUFiS. INSPECTOR WILL RETURN. C� STOP OFiDER PO D. CALL INSPECTOR. ❑ INSPECTION RE UI ED. CALL TO ARRANGE ACCESS. call for the ne in c ion 24 hours in advance. Owner/Contr. si e Inspector 447-4230 r��„� � �,;� ��, s F;� DATE TIME CITY OF PRIOR LAKE CAlLE0.1N INSPECTION NOTlCE SCHEDULED G� �' `� � �=� PERMIT NO . � � - �� ` COMPLETED /' �� T ` ADDRESS '�� a � a� OWNER CONTR. � TELEPHONE NO. tL ❑ FOOTING ❑PIUMBING RI OSITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./C�RADING/FILLING � [� INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS 0 C WALL BD. rJ METER SETffUFiN ON ❑ COMPLAINT Z C FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ Fj� PLACE J❑ FIRE PREV. O PLUMBING FINAL �$±� �t'ep = COMMENTS: J Z 0 � W � `� a � � O ¢ O � W Q Q � 2 W � W Q � O W � W❑ WORK SATISFACTORY:PROCEED G PHOTO TAKEN �❑ ORRECT WORK AND PROCEED �� ORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING r' CORRECT UNSAFE CONDITION WiTHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. �� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next ins 'on 24 hours in advance. Owner/Con . o e Inspecto 447-4230 r�aW coPy wnne capyn�a�xror s F�s DATE TIME CITY OF PRIOR LAKE CAILED-IN INSPECTION NOTtCE SCHEDULED It-28 �t�f t� � 3� PERMIT NO . �1 �1 '— L I l COMPLETED ADDRESS I�� l o �:s� po; ��- � OWNER CONTR. � TELEPHONE NO. lL ❑ FOOTING ❑PLUMBINC, RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. O METER SET/TURN ON ❑ COMPLAINT 2 C FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q C FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � Cf,�r:c�� ,�a- '�<o�fc�:m-� = COMMENTS: Q i, { , �_ �� . L� �..- � \� ;l a,..+-�,, �� , � �, � o � . �-, k - � Q a i '� � � _ �� . 4 •, . j � ' _.__ , ---. , O �t' y '- `' { a �"� Q � _ . � � _�. �• �� < �) - ; O ,(,\� � -=' � W � � Q � 2 W � W � � O W R W G WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O L CORRECT WORK AND PROCEED �;�•CORRECT WORK. CALL FOR PEINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. � STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Corr�r. n site r .= Inspector � � 447-4230 r�a»� coPyisrts �nce .� ' wnxe ca�yn�ap.cro. �a F� DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED ' � `� PERMIT NO . J y� �� 1 COMPLETED ADDRESS �" � � �� OWNER CONTR. � TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING � MECHANICAL � EXCAV./GRADING/FILIING � � INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS � � WALL BD. O METER SET/TURN ON ❑ COMPLAINT 2 O FINAL ❑ SEWER HOOKUP ❑ FOLIOW-UP Q J FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2 u DEMOL. � SEPTIC MAINT. O FIREPLACE � � FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: � �` r a r �J -, � Z � --r-�- � � o� a � 5��. �o��,_ a�--e�. ok o ��k CQ� 1.�� O � ¢ O'� � W - � � ^ �a� � 2 W v�.s.� L �.� itiet�_ � � �-�^-_ � O W � W p WORK S TISFAC ❑ PHOTO TAKEN O L ORR T WORK AND PROCEED ��ORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. !_: STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/C t . n site Inspecto 447-4230 r�aw coPyrsrt� wnrte co�n��.cro.•s Frb DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULED � 2- ��-`i `� /� � 3 s PERMIT NO. COMPLETED ADDRESS ��. S�a.� ,` o � OWNER CONTR. � TELEPHONE NO. W �l FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL 0 EXCAV./GRADING/FILLING �[� INSULATION ❑ WATER HOOKUP O LAKESHORE/WETLANOS 0 C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J❑ FIRE PREV. � PLUMBING FINAL � = COMMENTS: J Z � W �6 r f�'� OlT S �'c� f� L. �- a o� � � � a u � " ! �2 3l'`� O � � �.ye�i,v-e.. __. � � d o � �-1 — Gj ,^ U O �l � Q � 2 W � W � � Q W R W C WORK SATISFACTORY�PROCEED ❑ PHOTO TAKEN O �' CO RECT WORK AND PROCEED � �GG RRECT WORK. CALL FOR PEINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOUFiS. INSPECTOF WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. C INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr; o te ; Inspector � 447-4230 r�ww coPyisrts wo wnxs coPyn�a�ro� �s F�w � DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION N Tt E SCHEDULED "' "z �' PERMIT NO . — � ` COMPLETED ADDRESS OWNER �/� � � �,-e �� '� CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C.' FRAMING ❑ MECHANICAL � EXCAV./GRADING/FILLING �❑ INSULATION ❑ WATER HOOKUP O LAKESHORE/WETLANDS 0 C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z C' FINAL O SEWEFi HOOKUP O FOILOW-UP Q L FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. O SEPTIC MAINT. ❑ FIREPLf10E J❑ FIRE PREV. � PLUMBING FINAL �2y- � = COMMENTS: J Q � � ;.�,� � C� l Los � ¢ W a 2 � O > � O � W � Q � 2 W � W � � C7 W � W r: WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O L CORRECT WORK AND PROCEED � L, CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING �] CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C: STOP ORDER POSTED. CALL INSPECTOR. C' INSPECTION RE�UIRED. CALL TO ARFlANGE ACCESS. call for the next inspection 24 hours in advance. Owner/C nt . n site Inspecto 447-4230 r�w»- coPyisrts nancs wnns coPyn�a�cro. a F�N DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEOULEO I"Z ��OU A�. PERMIT NO . G � �"' ��` COMPLETED ADDRESS � �1 �� s�. n� C�� • OWNER � L . �;� �'t��Go-i CONTR. � TELEPHONE NO. ly� � 7 FOOTING �PLUMBING RI ❑SITE INSPECTION � L] FRAMING O MECHANICAL ❑ EXCAV./GRADING/FILLING y❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON O COMPLAINT Z C� FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTAIL. O SEPTIC FINAL = C DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. O PLUMBING FINAI ��t; � = COMMENTS: Q 205 l�s �� oa , o � � � ; , , D-��<<_ � W �� - ,�� , a . � � O � �` � ��:,. �,:. � ��t r' �� . . � O � W ��. - .� i. � . � r_ � �� . r � ; W Ct7\ f a cQ `' a. 01 •--r .� � �-�� ; �- "-" � w ' � 1 �" � � O W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN ORRECT WORK AND PROCEED � r CORRECT WORK. CALL FOR PEINSPECTION BEFORE COVERING �] ORFiECT UNSAFE CONDITION WITHIN _HOURS. INSPECTOR WILL RETURN. (-; STOP ORDER POSTED. CALL INSPECTOR. �� INSPECTION REQUIRED. CALL TO AFiRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co�rtT,. qn site / ,� inspector' _ 447-4230 Yelbw Copy/SiN WAifeCopy/Inapscror'a Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCNEDULED I-lo-q� G`�.� PERMIT NO . 9�� COMPLETED ADDRESS �C� � 7 � � � �-- OWNER �� 5�,.�'� CONTR. �. TELEPHONE NO. li ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING �MECHANICAL ❑ EXCAV./GRADING/FILLING � � INSULATION ❑ WATER HOOKUP ❑ LAKESHORElWETLANDS �❑ WALL BD. O METER SETlTURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP O FOL�OW-UP Q � FOUNDATION ❑ SEPTIC INSTALL. 0 SEPTIC FINAI 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. � PLUMBING FINAL � Q = COM ENTS• -, � y .. .. . Q � � � �,�� S �� _ �t ` j � + r24.->� C'�) , � �� Z � .. ! , ` Q c �(►\ �' � ' � tt 'Z. � ? 11.u� ; ` � ' � /�, ,, , �� -,- � O � O � W R Q 2 � _.. -_ ;_.. . � , '� � 4 , . ` . . � �_ O W � W�G' WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �[5 CORRECT WORK AND PROCEEO �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDEFi POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. calt for the next inspection 24 hours in advance. Owner/Contr. on site Inspector 447-4230 re�a»-coar�rs nan� wnRe coPyn�a�scror�s F;, DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION N TICE SCHEDULED PERMIT NO . �— r 71 COMPLETED z � �� C '� ADDRESS � � 77�0 � � ��• � OWNER CONTR. � TELEPHONE NO. tL ❑ FOOTING ❑PLUMBING RI OSITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV.lGRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS Q❑ WALL BD. O METER SET/rURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. MBING FINAL 0 Q = M EN S: Q U„` 2 �' � l,,.e z 0 � � W a GS � �.,,. �'� t,c,�— 0 � W � Q ti 2 W � W � � O W � W ORK SATISFACTORY:PAOCEED ❑ PHOTO TAKEN � CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. O STOP OROER TED. CALL INSPECTOR. ❑ INSPECTION E ED. CALL TO ARRANGE ACCESS. call for the n t i sp tion 24 hours in advance. Owner/Cont . o it Inspector 447-4230 ve�aw coPyisrte na wnrts coPyn�s�ro. �s F�b DATE TIME CITY OF PRIOR LAKE CAILED-IN INSPECTION NOTlCE SCHEDULED 2- a-�� 2� 3p PERMIT NO. �� COMPLETED ADDRESS OWNER f ��-�� CONTR. �. TELEPHONE NO. t j❑ FOOTING ❑PLUMBING RI OSITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAVJGRADING/FILLING � ❑ INSUTATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL O SEWER HOOKUP ❑ FOLLOW-UP Q❑ POUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAI 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLAC J❑ FIRE PREV. ❑ PLUMBING FINAL � N. "� = COMMENTS: Q ! 'J � k�l F�xdt�� — .Z. G2� � �� 2 O n �,/ W 2Q� flc3i Ke�ii�� Vl0 (JLS� �f� I-2�� a � �.t,;�-- �;,9.�. �1��,.� -�•c�''-� a� sac, �o �� O --'� Q � U ��.i.J �-� •O�- O u' PG �`�'�S�uz_ � l�' � Q , ti z W � W � � O W W ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN ORRECT WORK AND PROCEED ❑ C RRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING U r] CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WIIL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . o � e Inspector 447-4230 rMaw Copy�srrs wniro Copynnapscror �s F�b O P R CITY OF PRIOR LAKE 1. Wn��e File ♦ 2. Pink City � � BUILDING PERMIT 3. Yellow Applicanl "'' ` '�' TEMPORARY CERTIFICATE OF ZONING COMPLIANCE '`',��ts��'' AND UTILITY CONNECTION PERMIT � )� � Permit No. 7�/ — � � � DIRECTIONS 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) BUILDING INFORMATION 2. SITE ADDRESS ///'}}} � 11. SIZE OF STRUCTURE / / /� � � �� //' ryT // ` � �— (Height) (Width) (Depth) C V � � � d 3. LEGAL DESCRIPTION 72. NO. OF STORIES LOT � BLOCK.- � PID Z� � �(�'�CJ''i.�� l 13. TYPE OF CONSTRUCTION ADDITION /-J� % ��-�'� �5�-�% �� /t'i�' S"„ _ 4. OWNER e) (Address) el. No.) 14. FLOOR AREA APPORTIONMENT USE �:-�. �� ' L.�� -�";�t_+ -��l'>- Z3v sL� U�,s 5. ARCH ECT (Name) (Address) (Tel. No.) 6. BUILDER (Name) ;� Address) (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS �[Z � �v ni � ? . �'' �� ([7jr Z "7 IlJ(�ci �/l.�li;c'� (L t,Z,) Zj�'i � 13L OCCUPANTS 7. TYPE OF WORK Fireplace p Septic O Heating p Piumbing p Reroofing p Porch p SEATS New Construction7� Aiterations p Addition p Finish Attic p Residing p Finish Basement p 16. ESTIMATED VALUE Chimney O Misc. � � � g � � �- � � 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width Depth Yes No � J ;- � ,, _�,..� ��'T 1� 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 am the owner or authorized agent for the above mentioned property and that all construction will conform to alt existing state and local laws and will proceed in accordance with submitted plans. I am aware that the b official can revo e this permit r st cause. Furthermore, I hereby agree that the city official or a de gnee may enter upon the property to perform needed ins ions. X I/�•l�vu> �-(�� /� - L( - Z�- ! � Signature License No. Date { FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS p ENERGY DATA p Front Back Side Side PROPOSED GRADE FOUNDATION OFF STREET PARKING PILING LOGS p PERCOLATION TESTS p IN RELATION TO CURB OR CROWN SPACES REQ. PL4NS & SPECS O SETS OFSTREET USE OF BUILDING SPACES ON PLAN SURVEY p COPIES PERMIT VALUATION PLOT PLAN O � .1 �� r7 �% TYPE OF CONSTRUCTION: I II III IV V Amount Brou ht Forvvard $ 7�-? City: 9 .................. Occupancy Group A B E I H R M Park Support Fee ........................... $�� i'�-+ �- � Division 1 2 3 4 � �� SAC .........l1..� �.Y.. � ............. $ . L� � ' �'� � / . � Permit Fee ................................... $ l�� V;� O � Collective Street Fee ..x... ......... Z.� 1 c�� , r� � 32 , �v� r -� p Plan Checkin Fee $ c Sewer Ta ................................... $ g......................... / -7 � License Check Fee ......................... $ State Surcharge ............................. $ ( O�- Pressure Reducer $ Penaity....................................... $ Meter Horn ................................... $ Se tic S stem ............................... $ Water Meter .... .. ... .......... $ P Y �i L7 c� ), r� � � � ��v Check'rf p Sewer & Water onn�ction Fee ........... $ ��,^( !>> , ?�� Other......................................... $ / Deferred O Water Tower Fee4� l.` �!..5?. �......... $ �. L c�7 �'�� Subtot .. ............................ $ � Water Tap ................................... $ This Aplica � Your Building Permit When Approved. Builder's Deposit ............................ $ N�i� gy \' Date � ��°� � Other ......................................... $ __ / Total Due .............................. $ lo _� �, e o Certificate of Occupancy ,/ � j Paid `�� a� Recei t No. � 9 Issued 5 -�, 1 , B \ Date �C This is to certiiy t he request i ve application and accompanying documents is in accordance wfth the City Zoning Ordinance and may proceed a equested. This document when signp y t e C' Planner const' a te porary CQrt�cat o o�J compliance and allows construction ro commence. Before occupancy, a Cert�cate f Occupancy must be issued. l� � i „ �'(: Ciry Planner Date Special Conditions if any 24 Hour notice for all inspections 447-4230 9:00 a.m. • 10:00 a.m. y�-�� 1. Pink - File F !� 3. Yeilow - C ntractor �° pR'O � CITY OF PRIOR LAKE TYPE OF STRUCTURE � , m 4629 D AKOTA STREET S.E. Permit No. c l y Single Family Two-Family Multi-Family PRIOR LAKE, MN 55372 Commercial x Industrial Public Other HEATING APPLICATION / PERMIT Date 8/? 4/ 9 4 '� j JOB VALUATION FEE PID #-�:"� �'"��(� - �USI - (i $0 -$1,000 2% of job value, min. $20.00 SiteAddress 16776 �'ish Point Road SE $1,001 -$10,000 $20.00 for the first $1,000 plus $1.25 for each additional Lot Block Addition $100.00 or fraction thereof to and including $10,000. Owner's Name (�itv of prior T�ake $10,001 -$50,000 $132.50 for the first $10,000 plus $1.00 for each addi- Address 4629 D�kota Street SF tionai $100.00 or fraction thereof, to and including $50,000. HeatingContractor Master Mechanical, Tnc. Address 9 01 F. 7 9 th S tree t, B 1 oomi n ton 5 5 4 2 Q $50,001 and over $532.50 for the first $50,000 plus $7.50 for each addi- � tional $1,000 or fraction thereof. Telephone # 8 51- 9 91 1 The price of your heating permit includes one rough-in and one final inspection. Furnace Make & Model See P l ans TYPE OF SYSTEM Additional inspections will be billed at $25.00 each. Warm Air Plants X Model Size Gravity House Heating Test Record must be submitted with building permit number before build- Conn. Load Mechanicai ing certificate of occupancy will be issued. Air Conditioning x Fuel Flue Size Vent. System X HEAT CALCULATIONS REQUIRED with number of suppiy and return openings listed y HEATING OR POWER PLANT per room with CFM's per opening. New structures or additions send floor plan with sup- Supply Openings ply and return locations shown. HEAT LOSS CALCULATIONS, PAYMENT AND Steam Return Openings Hot Water APPLICATIONS MAY BE MAILED TO THE CITY OF PRIOR LAKE, 4629 Dakota St. Radiation S.E. Prior Lake, MN. 55372. Input Output Special Devices Ciry Hall business hours are 8 a.m. - 4:30 p.m. Edr. Other Devices ALL WORK MUST BE INSPECTED (ROUGH-IN AND FINAL) - CALL CITY HALL Cfm. 447-4230. TYPE OF WORK I hereby apply for mechanical systems permit and I acknowledge that the information Afterations Replacement New Construction X above is complete and accurate; that the work will be in conformance with the ordi- nances and codes of the city and with the state building/mechanical codes; that this form Repair Est. Comp. Date Feb ru a r_ y 19 9 5 does not become a permit until signed by the BUILDING OFFICIAL; that the work will be 10 0 0 Q 0.(10 � in accordance with a ved plan in the case of all work which requires review and Est. Cost $ ' Building Permit # �`I- I 7 approv an HEATING PERMIT FEE $ 9 0 7. 5 0 4/ 2 4/ 9 4 STATE SURCHARGE $ .50 ApplicanYs Signature Date nGord n T eters TOTAL PERMIT FEES $ 9 0 8 . 0 0 Receipt # ,� � � � � /'� D � ' 9 � � _ � � uii ng Official's Signature Date n ♦ GREEN - FILE O� r � f �� YELLOMI - APPLICANT � � GOLD - CIT� � � v x � CITY OF PRIOR LAKE NO. �/�-�� y� N N F ��p' SEWER AND WATER PERMIT NOTE: Sewer and Water contractors must be registered with the City. APPLI CANT : � -` �,�Y1 �.�,�, '+-+�, PHONE : � J�� ; ADDRESS: �� (�� CO 1\' �_�t � �1,r�' �- c�j � ��ly S IGNATURE :��=��J� , �C;�� BLDG . PERMIT #�y - 1_] J � ,�j SITE ADDRESS: �� _�"�,p� �.;�,��' ��, PID# �.;>- ��,� "�j FILL IN THE BLANKS 1. Estimated length of water service feet. 2. Size of water service (� inch(es). 3. Location of any couplings from structure feet. 4. Type of sewer pipe. ABS PVC X Cast Iron 5. Estimated length of sewer line �t� feet. 6. Clean out (if required), located at feet from structure . � ��9 �� ------------------------------------------------------------------ ------------------------------------------------------------------ This application becomes your permit when approved. BY — � DATE : ,��.�`/�J� FEES: $ 35.00 Sewer and water line connection permit. $ .50 Surcharge $ 35.50 TOTAL * Fee for either sewer or water individually is $20.0o plus $ .50 surcharge. * Sewer and water permits issued for new construction must be recorded on the building permit card at the time of issuance to insure that no duplicate sewer and water permits are issued. DATE PAID Xl��{SL AMOUNT PAID ��.5 •`�� RECEIPT #.�Q� REC'D BY 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUN(TY EMPLOYER CITY OF PRIOR LAKE '. B'�` F"` z. coia c�� 3. Yellow Applicant PLUMB/NG PERMIT # 95�- l �'} , O � PRI�� Applicant�� c�� ./�_�1�-r� � < �� \ Phone: -� �� — ��f f c�� , � �, Address: � �� F ,��>,. '�'' y Signature: � V � Legal Description: Lot �- Block 3 Sub: /� a ��= -_. Site Address: j r )'? `s �'�;,� � �=:, Building Permit # � - l � I PID # -�� zCt�,� -C��-�I - � �IN�r gg0�� NOTE: This permit will not be processed without complete information. FIXTURE UNITS Unit Quantity Type of Fixture Amount Total Bath Tub with or without shower $ 6.00 Dishwasher $ 6.00 Floor Drain $ 6.00 Lavatory (bathroom sink) $ 6.00 Laundry Tray (1 or 2 compartment sink) $ 6.00 Shower Stall $ 6.00 Sinks: $ 6.00 Bar Sink $ 6.00 Water Closet (toilet) $ 6.00 Rough-ins $ 6.00 Water Heater $ 6.00 Water Softner $ 6.00 Stand Pipe (washing machine) $ 6.00 Sewage Ejector $ 6.00 Backflow Assembly (RPZ, Double Check, PVB) $25.00 Backflow Assembiy Test $10.00 l.awn Sprinkler $25.00 Other $ 6.00 , '� j �� Minimum Fee $25.00 � SURCHARGE .50 c�� _ � �j l � � , c� � , j � / GRAND TOTAL $ �� _ C� `� � `� �� - �U - � `_' � �� 2.h- � k� This permit is granted upon the express wndition that said ��"� contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the amendments thereof. � S s� �` RECEIPT NO. � y�9 � DATE i � � i� J ' ATTEST Call for all in e tions 24 hours in advance. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / FAX (612) 447-4245 AN EQUAL OPPORTUNITY EMPLAYER H�� O� Huutingdon Engiueering & Enviroumeutal � 662 Cromwell Avenue ��+��°` ' ° S[. Paul, Minnesota 551141776 UF :` � `4 � (612) 645-3601 � f9 �`� TO: City of Prior Lake DATE: November 25, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 15A 15B 15C Date Cast: 10-20-94 10-20-94 10-20-94 Age to be Tested, days: 7 28 Hold Slump, in: 4 4 4 Air Content, %: 5.6 5.6 5.6 Location of Placement: Sidewalk F1-3, trench F4-7 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4362 4362 4362 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001897-1 001897-2 001897-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 I?at� R�e::�ed: ':0-24-9� ? �J-2�-94 ? �-2�-94 Days on Job & Enroute: 4 4 Days Lab Cured-ASTM: C 192: 3 24 Age at Test, days: 7 28 Load at Failure, lb: 82980 134410 Strength, psi: 2930 4750 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. R Y: � '�.�b��,: � �,��.�� A"s a mu '� �� ' , � ' as the confidential propeRy of cliznts, and authorization for publication or s, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. � j A membcr ul �hc I 1 I 1 I i�roup of companies � • ARCHITECT'S OWNER • FIELD REPORT ARCHITECT CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty-One (21) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: December 8, 1994 TIME: 2:00 p.m.WEATHER: OVERCAST,SNOW TEMP.: 23 deg. F EST.% OF COMPLETION: Standing seam roofing 5% � HVAC installation 70%. - - � N Plumbing rough-in 90%. Electrical rough-in 80% - Stud work 100% . Gypsum board installation 90% Aluminum Windows 85% Roof Coping 85% Taping / sanding 85% Emergency generator setup 70% Door Staining / Wood Trim Staining 25% Ceramic Tile Installation 25% Millwork Installation 5% CONFORMANCE WITH SCHEDULE(+,-): Work is on schedule however the Electrical installation is lagging behind. The Electrical Contractor should press their work to ensure completion by the end of December as scheduled. WORK IN PROGRESS: Fire Protection installation. HVAC and electrical installation are continuing. Gypsum Board installation Ceramic Tile Installation Door and Trim Staining Miliwork Installation Metal Roofing Installation PRESENT AT SITE: Kratochvil Construction Company Master Mechanical McGuire Mechanical Malcahy Drywall Russ Harkins Electric Atomic Architectural Sheet Metal inc Prism Painting Grazzini Bros Co CMI Cronstroms Mfg Inc Brager Inc OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of December 1, 1994 thru December 9, 1994, (weather permitting), is as follows: . _ _. :_ .__ _ .�_ _� �...� _ _ . . _ _ 1. Taping and sanding of drywall. . 2. Ceramic Tile Installation. 3. Metal Roofing installation. 4. Continue Mech and Elec installation. 5. Painting and Staining 6. Millwork Installation B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time, however the electrical work is not keeping up with the other trades. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is apprcved by the Owner. The installation would probably be a better one and allow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner 6. The location of the truck filis in the apparatus bays was discussed again. Two fiils were located in the south bays incorrectly. They were installed without the information form the Fire department as discussed on the site at the previous field visit and as noted in the field report #19. The Plumbing contractor should correct the location of the fills so that they are centered in the bays and at the correct distance from the walls as determined by Doug Hartman. Action Required: Plumbing Contractor and Owner. C. An adjusted schedule will be issued next week by the Contractor. Action Required: General Contractor D. The Mezzanine level walls and ceiling, exposed underside of concrete bond beams, and exposed concrete block at or near door jambs in apparatus bays shall be painted P/1 color. Action Required: Contractor E. A ceramic tile border (CT3) shall be placed around the perimeter of the opening for the sanitary napkin vendor in room 120, to create a level surface for the installation of the dispensor. F. The pass-thru countertop in room 112 was built approximately 1" shorter than the rough opening. The Contractor shall provide a hardwood trim piece (the entire width of the counter and flush with the top surface) on each side of the counter to make up for the discrepency in length. Action Required: Contractor G. The miliwork contractor shall provide 3/4" hardwood veneer plywood to finish out the head of the display case as shown in details 18/60 and 19/60, addendum #1. Action Required: Contractor III. ITEMS TO VERIFY: A. The Water coupler in the Apparatus bays (2") line should be provided with a brass 1 1/2" NST male fitting. Action Required: BKPR to issue proposal request, Contractor to provide costs for providing and installing the fitting. B. The supply air duct from the mezzanine into room 132 was installed in room 133 over the cabinets. A gypsum board soffit should be provided to enclose the duct. Action Required: BKPR to issue proposal request. C. The bottom track for the sliding glass window at room 124 will be recessed into the countertop as suggested by Kratochvil. This will provide a smooth countertop. Action Required: Contractor to install as discussed. D. The control joints in the main entry lobby run diagonally with the floor tile and the joints need to be cut through the tile. Action Required: BKPR to review issue and provide direction for resolution. E. There are a few items to be painted or stained that either do not have a specific color assigned to them or the color assigned is in question. The items are as follows: Overhead doors (exterior and interior), Roof top units, Roof ladder, Wood gates and wood bench. Action Required: BKPR to review issue and provide direction for resolution. F. Bi-pass doors (door 112C) and required hardware shall be provided for ;he pantry closet in room 112 as shown on the plans (sheet A1). Action Required: BKPR to issue proposal request, Contractor to provide costs for providing and installing the doors. IV OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Mike Krych, Project Architect; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 " ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION ' AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES ARCHITECT'S OWNER FIELD REPORT ARCHITECT CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty-Three (23) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: December 28, 1994 TIME: 2:00 p.m.WEATHER: CLEAR TEMP.: 28 deg. F EST.% OF COMPLETION: Standing seam roofing 95% HVAC installation 80%. Plumbing rough-in 90%. Electrical rough-in 80% Gypsum board installation 100% Aluminum Windows 98% Roof Coping 100% Emergency generator setup 70% Door Staining / Wood Trim Staining 100% Ceramic Tile Installation 95% Millwork Installation 95% Painting 75% CONFORMANCE WITH SCHEDULE(+,-): To be completed by January 15.. WORK IN PROGRESS: HVAC and electrical installation are continuing. Millwork Installation Wood wainscot installation painting plastering at entry PRESENT AT SITE: Kratochvil Construction Company Malcahy Drywall Russ Harkins Electric Prism Painting Grazzini Bros Co Superior Fire Protection OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of December 29, 1994 thru January 5, 1995, (weather permitting), is as follows: 1. Continue Mech and Elec installation. 2. Painting and Staining 3. Installation of Lockers 4. Hardware installation . _ __ _ H.� � ,._. �_,,..,..�...,»�«_.b..,�.��,� .�.�:.-�_. ��...��.a,-. �. .. . . . ,� . ,: _ B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is approved by the Owner. The installation would probably be a better one and allow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner B. The ductwork above the vent hood was not enclosed in a soffit. The solution decided upon was to provide a plastic laminate enclosure around it. Action Required: Contractor to provide pricing to complete work. C. The Electrical contractor was asked to provide conduit for the Radio wiring in lieu of the Owner providing plenum rated cable. Action Required: Contractor to provi�ie pricing to complete work. D. The issue of whether or not a lock is provided as part of the audio-visual equipment cabinet was raised. Action Required: BKPR to review with EPA. E. EPA has not yet begun their work on site as required in their contract. Action Required: BKPR to contact EPA. III. ITEMS TO VERIFY: A. The Owner requested the installation of steel corner guards at the most exposed masonry walls in the appratus bay area. Action required BKPR to review and provide PR for location and type of corner guards. B. Sawcuts were requested as a transition point at the overhead doors for the epoxy flooring. Action required: Contractor to price. IV. OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Building Official, City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA' 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES i I - ' � ' � ,��'�,�,�/ . ; ARCHITECT'S OWNER _ FIELD REPORT ARCHITECT _ CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty-Five (25) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: January 19, 1995 TIME: 2:00 p.m.WEATHER: CLEAR TEMP.: 28 deg. F EST.% OF COMPLETION: Standing seam roofing 100% HVAC installation 85%. Plumbing rough-in 100%. Electrical rough-in 83% Aluminum Windows 98% Emergency generator setup 80% Painting 75% CONFORMANCE WITH SCHEDULE(+,-): To be completed by February 1. WORK IN PROGRESS: HVAC and electricai installation are continuing. Millwork Installation painting Prep work for expoxy flooring PRESENT AT SITE: Kratochvil Construction Company Master Mechanical McGuire Mechanical Russ Harkins Electric Prism Painting Grazzini Bros Co Superior Fire Protection OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of January 5, 1995 thru January 12, 1995, (weather permitting), is as follows: 1. Continue Mech and Elec installation. 2. Painting and Staining 3. flooring installation B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The heights and locations of the interior signs was discussed. The signs were located in the field. The height was to be 52" to the sign from the floor. Action Required: Contractor B. The Owner requested BKPR to look at adding 3 additional tackboards in the dispatch room and the apparatus room. Boards to be 6' long and 4' high with no tray. Action Required: BKPR to issue Proposal request. Contractor to provide pricing. C. The proposal to add heat tape to the gutters was not accepted. The Owner may add them in the future if there appears to be a problem. Action Required: None D. The Caulking at the epoxy flooring will take place after the installation of the floor. See Detail 3/20. Action Required: Contractor E. The installation of the remote radio t�ay was approved by the Owner. Action Required: Contractor ill. ITEMS TO VERIFY: A. The installation of the duct detectors was raised and the option to hook them up to the alarm systems was brought up. Action required: BKPR to review and respond. B. The question of vibration isolators on the air compressor was brought up. Action required: BKPR to review specifications for compressor. IV. OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Pianting List Landscape contractor cc: Paul Baumgartner, Building Official, City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 ' ARCHITECT'S FIELD REPORT " OCTOBER 1972 EDITION " AIA ` 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES K. . ARCHITECT'S OWNER _ FIELD REPORT ARCHITECT _ CONSULTANT _ /""� FIELD _ 4��=�� DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty-Four (24) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: January 5, 1995 TIME: 2:00 p.m.WEATHER: CLEAR TEMP.: 23 deg. F EST.% OF COMPLETION: Standing seam roofing 100% HVAC installation 85%. Plumbing rough-in 100%. Electrical rough-in 83% Aluminum Windows 98% Emergency generator setup 80% Painting 75% CONFORMANCE WITH SCHEDULE(+,-): To be completed by February 1. WORK IN PROGRESS: HVAC and electrical installation are continuing. Millwork I�stallation painting ��':ESENT AT SITE: Kratochvil Construction Company � Russ Harkins Electric Prism Painting Grazzini Bros Co Superior Fire Protection OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of January 5, 1995 thru January 12, 1995, (weather permitting), is as follows: 1. Continue Mech and Elec installation. 2. Painting and Staining 3. flooring installation B. Target Dates: None noted at this time. ,;�;� Anticipated Delays: None noted at this time. � ., . II. WORK IN PROGRESS/ITEMS OF CONCERN: k�� The ductwork above the vent hood was not enclosed in a soffit. The solution decided upon was to provide a plastic laminate enclosure around it. Action Required: Contractor to provide pricing to complete work. C. The Electrical contractor was asked to provide conduit for the Radio wiring in lieu of the Owner providing plenum rated cable. Action Required: Contractor to provide pricing to complete work. D. The issue of whether or not a lock is provided as part of the audio-visual equipment cabinet was raised. Action Required: BKPR upon review with EPA determined that the cabinet comes with a lock. III. ITEMS TO VERIFY: A. The Owner requested the installation of corner guards at the most exposed masonry walls in the appratus bay area. Action required BKPR to review and provide PR for location and type of corner guards. B. The question of the pressure rating for the high pressure wash piping was raised Action Required: BKPR to review. �. The fire department asked to add two addition wands for the pressure wash system. . Action Required: BKPR to provide Propsal request. D. The location of the return air grilles was raised with the question of potential short circuiting of the air. Discussions with Brian Shablow, Mech. Engineer following, indicated that the return air grilles are in the correct location and because of the linear diffuser type of supply specified, no short circuiting of the air would take place. IV. OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Building Official, City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DWPM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 " ARCHITECT'S FIELD REPORT '' OCTOBER 1972 EDITION '' AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES � • 1 ARCHITECT'S OWNER _ FIELD REPORT ARCHITECT _ CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty (20) - CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: December 1, 1994 TIME: 3:00 p.m.WEATHER: OVERCAST TEMP.: 35 deg. F EST.% OF COMPLETION: Standing seam roofing 0% HVAC installation 65%. Plumbing rough-in 90%. Electrical rough-in 75% Stud work 100% . Gypsum board installation 80% Aluminum Windows 85% Roof Ccping 10% Taping % sanding 20% Emergency generator setup 70% CONFORMANCE WITH SCHEDULE(+,-): Work is on schedule however the Electrical installation is lagging behind. The Electrical Contractor should press their work to ensure completion by the end of December as scheduled. WORK IN PROGRESS: Fire Protection installation. HVAC and electrical installation are continuing. Gypsum Board installation PRESENT AT SITE: Kratochvil Construction Company Master Mechanical McGuire Mechanical Malcahy Drywall Superior Fire Protection OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of December 1, 1994 thru December 9, 1994, (weather permitting), is as follows: 1. Taping and sanding of drywall. 2. Interior masonry cleaning. 3. Metal Roofing installation. 4. Continue Mech and Elec installation. B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time, however the electrical work is not keeping up with the other trades. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is approved by the Owner. The installation would probably be a better one and allow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner B. The diagonal bracing between the joists was removed where it interfered with ductwork in the apparatus room and the storage mezzanine. Action Required: The Contractor should provide either diagonal bracing on the joist bays on either side of the bay with the duct or provide horizontal bracing below the duct and welded back to the joists on either side. C. The location of the truck fills in the apparatus bays was discussed again. Two fills were located in the south bays incorrectly. They were installed without the information form the Fire department as discussed on the site at the previous field visit and as noted in the field report #19. The Plumbing contractor should correct the location of the fills so that they are centered in the bays and at the correct distance from the walls as determined by the Doug Hartman. Action Required: Plumbing Contractor. D. An adjusted schedule will be issued next week by the Contractor. Action Required: General Contractor E. The emergency generator exhaust system needs to be coordinated between the mechanical and electrical contractor to complete the installation. The electrical contractor to provide; muffler, rain cap, flexible connection between manifold and muffler. Mechanical contractor to provide exhaust piping, fittings and installation of the exhaust system items provided by the electrical contractor.. Action Required: Contractors III ITEMS TO VERIFY: A. The gutter conditions at the sloped roofs were reviewed. The roofer said that it was not possible to adhere the membrane liner in the gutter to the side walls of the gutter as shown on the drawings. He recommended a metal liner inside of the membrane in addition to the membrane. A price was submitted of 1806.00 to install the liner. BKPR �vould like a breakdown oT the pric�ng as this seems to be well above the industry siandard costs. Action Required: Contractor to review prices and provide breakdown of costs. B. The Water coupler in the Apparatus bays (2") line should be provided with a brass 1 1/2" NST male fitting. Action Required: BKPR to issue proposal request, Contractor to provide costs for providing and installing the fitting. C. The supply air drop from the mezzanine into room 132 was installed in room 133 over the cabinets. A gypsum board soffit should be provided to enclose the duct. Action Required: BKPR to issue proposal request. D. The bottom track for the sliding glass window at room 124 will be recessed into the countertop as suggested by Kratochvil. This will provide a smooth countertop. Action Required: Contractor to install as discussed. E. The control joints in the main entry lobby run diagonally with the floor tile and the joints need to be cut through the tile. Action Required: BKPR to review issue and provide direction for resolution. F. The high lobby space needs a sprinkler head installed to cover this area. The fire protection Contractor is working with the Fire marshal to provide a resolution. Action Required: Contractor to resolve with Fire marshal and discuss with BKPR prior to installation. G. The gate at the crane in the mezzanine should be revised so that the angle above the cane bolt allows the bolt to be lifted above the angle and then set on the angle to prevent the bolt from dropping on the floor while it is being moved. H. The radiant heating system in the South bay is located incorrectly. It was placed over the overhead door track so that in the open position the door face would be directly below the heating element. The tubes should be placed between the overhead doors. Action Required: Contractor to revise as described. IV OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, KratocP�vil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg AIA, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION ` AIA " 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES :;�_�— —� :s.��: r..� __ _. : T _ ARCHITECT'S OWNER _ hIELD REPORT ARCHITECT _ CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Nineteen (19) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: November 17, 1994 TIME: 1:00 p.m.WEATHER: Clear TEMP.: 50 deg. F EST.% OF COMPLETION: Exterior brick and stone work complete except for sealing of burnished block. EPOM Roofing done. Curb and Gutter 100% Standing seam roofing 0% Ice & water shield installation 100% HVAC installation 60%. Plumbing rough-in 90%. Electrical rough-in 75% Stud work 90% . Class V base 100% Bituminous Paving (1 st lift only) 100% Gypsum board instailation 20% Exterior masonry washing 100% Aluminum Windows 75% Roof Coping 10% Overhead Door 90% Topsoil installation 95% Emergency generator setup 70% CONFORMANCE WITH SCHEDULE(+,-): Work is on schedule with revised schedule. WORK IN PROGRESS: Fire Protection installation. HVAC and electrical installation are continuing. Gypsum Board installation PRESENT AT SITE: Kratochvil Construction Company Master Mechanical McGuire Mechanical Harkins Electric Malcahy Drywall Superior Fire Protection OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of November 17, 1994 thru November 30 1994, (weather permitting), is as follows: • '1. Taping and sanding of drywall. 2. Interior masonry cleaning. 3. Metal Roofing installation. 4. Continue Mech and Elec installation. B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is approved by the Owner. The instailation would probably be a better one and allow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner B. The diagonal bracing between the joists was removed where it interfered with ductwork in the apparatus room and the storage mezzanine. BKPR to review horizontal bracing in these locations. Action Required: BKPR / Contractor C. Along the South wall in room 102 Lobby a layer of 5/8" gyp should be glue mounted above the light cove to cover the exposed masonry. Action Required: Contractor D. The location of the truck fills in the apparatus bays was discussed. The fire department will provide the dimensions from the overhead door back to the drop location for the contractor after coordinating with the vehicles to be used in the respective apparatus bays. Action Required: Fire Department E. Pricing for the installation of a suspended ceiling system in Room 132 was requested by the Fire department. BKPR will issue a Proposal request describing the installation. This request will affect the lighting, and mechanical contractors as well as the Acoustical ceiling contractor. Action Required: BKPR F. An adjusted schedule will be issued next week by the Contractor. Action Required: General Contractor G. The landscaping installation will probably take place in the spring rather than this year. This should provide the best installation and survival rates for the materials. Action Required: General Contractor to provide letter re: this issue. Planting schedule is still required for submission for Architect, Landscape Architect approval. III IT�MS TO VERIFY: A. The gutter conditions at the sloped roofs were reviewed. The roofer said that it was not possible to adhere the membrane liner in the gutter to the side walls of the gutter as shown on the drawings. He recommended a metal liner inside of the membrane in addition to the membrane. A price was submitted of 1806.00 to install the liner. BKPR would like a breakdown of the pricing as this seems to be well above the industry standard costs. Action Required: Contractor to review prices and provide breakdown of costs. B. BKPR to review the installation requirements of the pressure wash system and the options indicated in the shop { ^ drawings. Action Required: BKPR Mechanical Engineer C. A question of the installation of the Emergency Generator Exhaust system was raised and there is some confusion between the Mechanical and Electrical Contractor regarding who is required to suppiy and install the Exhaust. Action Required: BKPR Mechanical, and Electrical Engineer will review and respond with a clarification of the issue. D. The contractor has requested rough-in information on the recessed projection screen. The Audio-Visual Bids are due November 28th. At that time the final product used will be selected. The Contractor will receive the information as soon as possible after that date. Action Required: BKPR to respond following bid award of Audio Visual Contract. E. The Water coupler in the Apparatus bays (2") line should be provided with a 1 1/2" NST male connection for the use of the Fire Department. Action Required: BKPR Mechanical Engineer to select nipple type and issue for contractors use. IV OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg AIA, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 " ARCHITECT'S FIELD REPORT " OCTOBER 1972 EDITION ' AIA' 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES � � Huntin don �1°°�don Engineering & Euviromnental � 662 Cromwell Avenue St. Paul, Minnesota 551 ] 4-1776 (612) 645-3601 TO: City of Prior Lake DATE: November 15, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS F1lELD DATA Job I�entification: 6A 6B 6C Date Cast: 10-6-94 10-6-94 10-6-94 Age to be Tested, days: 7 28 Hold Slump, in: 6-'/z 6-'/z 6-'h Air Content, %: 1.2 1.2 1.2 Location of Placement: Slab-on-grade, grid C-E, 7-9; C-D, 10-12 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041 P 4041 P 4041 P Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C6l7 Laboratory Number: 001770-1 001770-2 001770-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Ddte Received: 10-7-94 10-7-94 10-7-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM:C192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 125690 174430 Strength, psi: 4450 6170 REMARKS *Conical failure *Information ken from field data sheet prepared by: J. Glenn/Huntingdon. � �3Y: A�g ��t� e�on o e�en s, e pu �c an ourse ves, a un mg on repo s are su m� as the confidential property of clients, and authorization for publication or s , conclusions or ext�actions from or regarding our repoRs is reserved pending our prior written approval. t� q me° of t5r I I I H �pa�.ip o' cmnparl2s � / Huntin don tluntingdou Eugineering & Euvironmental � 662 Cromwell Avenue St. Paul, Minnesota 55114-1776 (612) 645-3601 TO: City af Prior Lake DATE: November 17, 1994 City Hall 4629 Dakota Street PROJECT 1�10: 4122 94-3231 Prior Lake, MN 55372 COPIES �'O: 2-BKPR PROJECT: PRIOR LAKE FIR.E STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: l0A lOB lOC Date Cast: 10-10-94 10-10-94 10-10-94 Age to be Tested, days: 7 28 Hold Slump, in: 4-'/z 4-�/z 4-�h Air Content, %: 1.6 1.6 1.6 Location of Placement: Slab-on-grade, C.5-E.4, 8.5-13; slab-on-grade, B-F, 3-4 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4061 4061 4061 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRFSSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001790-1 001790-2 001790-3 Diameter, in: 6.00 6.Q0 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Receivetl: 10-11-94 10-11-94 10-11-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 130270 166750 Strength, psi: 4600 5900 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. BY: . � �on to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clients, and authorization for publication or stetemen[s, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. t� A mem6er of thc I I I I 1 group of compan�es � Huntin don fIuntingdon Eugiueering & Endvoumental � 662 Cromwell Avenue St. Paul, Minnesota 551141776 (612) 645-3601 TO: City of Prior Lake DATE: November 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 11 A 11 B 11 C Date Cast: 10-12-94 10-12-94 10-12-94 Age to be Tested, days: 7 28 Hold Slump, in: 5 5 5 Air Content, %: 1.4 1.4 1.4 Location of Placement: Slab-on-grade, grid lines 1-3, B-F Specified Strength, psi: 4000 4000 4000 Mix Designation: 4062 4062 4062 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM: C39; Slump Test, ASTM: C 143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001813-1 001813-2 001813-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-13-94 10-13-94 10-13-94 Days on 7ob & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 113640 175760 Strength, psi: 4020 6220 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Lee/Huntingdon. 0 BY: - � ction to clients, the public and ourselves, all Huntingdon repoRs are submitted as the contidential propeRy of clients, and authorization for pub(ication or statements, conclusions or e�ctractions from or regarding our repoRs is reserved pending our prior written approval. �� A member of [hr. I I I t I gro�ip o( canipanes • Huntin don Fluutingdon Engiueering & Enviroumental � 662 Cromwell Avenue St. Paul, Minnesota 55114-1776 (612) 645-3601 TO: City of Prior Lake DATE: November 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR �LAKE FIRE STATION Attn: Paul Mickelberg 1-Kra Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 12A 12B 12C Date Cast: 10-12-94 10-12-94 10-12-94 Age to be Tested, days: 7 28 Hold Slump, in: 3 3 3 Air Content, %: 1.5 1.5 1.5 Location of Plac�ment: Slab-on-grade, gridlines 1-3, B-F Specified Strength, psi: 4000 4000 4000 Mix Designation: 4062 4062 4062 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001814-1 001814-2 001814-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-13-94 10-13-94 10-13-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 140490 192010 Strength, psi: 4970 6790 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Lee/Huntingdon. � BY: R�� ection to cliants, the public and ourselves, all Hun[ingdon repoRs are submitted as the confiden[ial property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our rtiports is reserved pending our prior written approval. ;� A a��emiicr ot tl��a I i I I 1 gro�„p o( ru�'�,pa, �I2s � � Huntin don ��U°�1°gdon Engineering & Environmeutal � 662 Cromwell Avenue St. Paul, Minnesota 55 1 1 41 776 (612) 645-3601 TO: City of Prior Lake DATE: November 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: �-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA J�b Identification: 13A 13B 13C Date Cast: 10-13-94 10-13-94 10-13-94 Age to be Tested, days: 7 28 Hold Slump, in: 5-'/z 5-'/z 5-'/z Air Content, %: 0.5 0.5 0.5 Location of Placement: Slab-on-grade, South side, garage floor Specified Strength, psi: 4000 4000 4000 Mix Designation: 4061 4061 40E 1 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001823-1 001823-2 001823-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-14-94 10-14-94 10-14-94 Days on Job & Enroute: 1 1 1 Days Lab Cured-ASTM: C 192: 6 27 27 Age at Test, days: 7 28 28 Load at Failure, lb: 119900 127910 Strength, psi: 4240 4520 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. � BY: �� tection to clients, the public and ourselves, all Huntingdon repoRS are submitted as the confidential property of clients, and au[horization for publication or s[atements, conclusions or extractions from or regarding our repoRs is reserved pending our prior written approval. �J A rnembei af the I I I11 group of ror�par�iac � ��=A��-� � ? Huntin don � Iuatingdon Engineering & Envimomeutal � �O� � � � 662 Cromwell Avenue y St. Paul, Minnesota 55 1 1 41776 (612) 645-3601 G �r - �'� 1 �� TO: City of Prior Lake DATE: November 7, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FI ELD DATA 7ob Identification: 13A 13B 13C Date Cast: 10-13-94 10-13-94 10-13-94 Age to be Tested, days: 7 28 Hold Slump, in: 5-'h 5-'/Z 5-'/z Air Content, %: 0.5 0.5 0.5 Location of Pla�ement: Slab-on-grade, South side, garage floor Specified S�rength, psi: 4000 4000 4000 Mix Designation: 4061 4061 4061 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Labaratory Number: 001823-1 001823-2 001823-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-14-94 10-14-94 10-14-94 Days on Job & Enroute: 1 1 1 Days Lab Cured-ASTM: C 192: 6 27 27 Age at Test, days: 7 28 28 I,oad at Failure, lb: 119900 Strength, psi: 4240 To be tested REMARKS *Conical failure *Informatio en from field data sheet prepared by: J. Glenn/Huntingdon. BY: - � o ctwn to �ents, e pu w an ourse ves, a untmg on repons are su mRte as the confidential propeRy of clients, and authorization for publication or sta[ements, conclusi�ns or extractions from or regarding our repoets is reserved pending our prior written approval. �� A memher of the I ll H group of companies . � � Huntin don �Iuntin�dou Engiueering & Enviroumental � 662 Cromwell Avenue St. Paul, Minnesota 55 1 1 4-1776 (612) 645-3601 TO: City of Prior Lake DATE: November 7, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: SA SB SC Date Cast: 10-5-94 10-5-94 10-5-94 Age to be Tested, days: 7 28 Hold Slump, in: 6 6 6 Air Content, %: 2.2 2.2 2.2 Location of Placement: Slab-on-grade, grid 8 to 11 from A to B Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041P 4041P 4041P Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001753-1 041753-2 001753-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-6-94 10-6-94 10-6-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 132690 180490 Strength, psi: 4690 6380 REMARKS *Conical failure *Informati taken from field data sheet prepared by: D. Schultz/Huntingdon. i r BY: .�� b tection to clients, ihe public and ourselves, all Huntingdon repoRs are submitted as [he confidential property of clients, and authorization for publication or statements, conciusions or extrections from or regarding our repons is reserved pending our prior written approval. �� A mein6e� of ine H I f 1 group of co:�ipa�iies « f ' ARCHI�JECT'S OWNER _ rIELD REPORT ARCHITECT _ CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Eighteen (18) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: November 10, 1994 TIME: 2:00 p.m.WEATHER: Clear TEMP.: 50 deg. F EST.% OF COMPLETION: Exterior brick and stone work complete. EPDM Roofing done. � Curb and Gutter 95% Standing seam roofing 5% Ice & water shield installation 5% � HVAC installation 57%. Plumbing rough-in 94%. Electrical rough-in 80% Stud work 70% (Note: layout is just beginning). Class V base 90% Emergency generator setup 40% CONFORMANCE WITH SCHEDULE(+,-): General contractor needs to issue a revised construction project close out schedule indicating a mid-December completion date. WORK IN PROGRESS:Asphait Contractor is finishing classified crush limestone base installation. Overhead door installation in progress. HVAC and electrical installation are continuing. Landscape Contractor installing topsoil Steel stud framing -exterior insulation & furring. PRESENT AT SITE: Kratochvil Construction Company Tri-M Excavating Master Mechanical McGuire Mechanical Witt-Miller Roofing Harkins Electric Master Asphait Malcahy Drywall Twin City Garage Door OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of November 17, 1994 thru November 21 1994, (weather permitting), is as follows: 1. Topsoil installation. 2. First 2" lift of asphalt paving. 3. Metal Roofing installation. 4. Wash exterior brick work. 5. Install window and frames. 6. Finish all interior and exterior masonry work. B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time. . �!. � WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is approved by the Owner. The installation would probably be a better one and aliow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner B. The diagonal bracing between the joists was removed where it interfered with ductwork in the apparatus room. Horizontal bracing should be provided in these locations. Action Required: Contractor C. The burnished block wall in the lobby was not installed up to the ceiling as shown on the drawings. The contractor will provide 1 1/2" furring channels with 5/8" g.w.b. to cover this area. The bottom of the furring shall align with the bottom of the light cove and be painted to match the light cove. Action Required: Contractor D. The project meetings will continue every 2 weeks as currently scheduled with field visits every week by BKPR. Action Reauired: None E. The framing around the support beam for the operable partition should be 3 5/8" steel framing. Batt insulation should be provided below the window frame for acoustical purposes. Action Required: Contractor. F. The soffit at the entries to be plaster over plywood as specified and not soffit board with a"Dryvit" type coating. Action Required: Contractor. G. The installation of the ice and watersheild underlayment for the metal roofing shall be reviewed and approved by the metal roof contractor prior to any installation. The ice & water shield was not laid flat, there are several areas with folds and ripples in the membrane and staples that are not set flush or below the level of the membrane. These areas should be corrected to the satisfaction of the metal roofer so that no telegraphing through the metal roof will take place, or breaks in the roof caused by staples below. Action Required: Contractor. III. ITEMS TO VERIFY: A. The gutter conditions at the sioped roofs were reviewed. The roofer said that it was not possible to adhere the membrane liner in the gutter to the side walls of the gutter as shown on the drawings. He recommended a metal liner inside of the membrane in addition to the membrane. Action Required: BKPR project architect to review. 8. The overflow roof drains do not appear to have the iniet 2" above ihe inlet of the roof drains. The plumber shall correct this so that no more than 2" of water will collect on the roof before entering the overflow roof drain system. Action required: Plumbing Contractor IV OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg AIA, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 ' ARCHITECT'S FIELD REPORT' OCTOBER 1972 EDITION * AIA " 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES � �� Huntingdon Engineering & Euvironmental �.`/� y ,_ ;. x .. � '�`*+��` � µ " 662 Cromwell Avenue N O� St. Paul, Minnesota 551141776 7 ��'� (612) 645-3601 TO: City of Prior Lake DATE: October 31, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TFSTS OF CONCRETE CYLINDERS �IE�.D UATA Job Identification: 14A 14B 14C Date Cast: 10-13-94 10-13-94 10-13-94 Age to be Tested, days: 7 28 Hold Slump, in: 4 4 4 Air Content, %: 1.2 1.2 1.2 Location of Placement: Slab-on-grade, Northeast garage floor Specified Strength, psi: 4000 4000 4000 Mix Designation: 4061 4061 4061 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGT�I: Test Method - Cumpression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM: C231; Capping, ASTM: C617 Laboratory Number: 001824-1 001824-2 001824-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-14-94 10-14-94 10-14-94 Days on Job & Enroute: 1 1 1 Days Lab Cured-ASTM:C192: 6 27 27 Age at Test, days: 7 28 28 Load at Failure, lb: 124160 Strength, psi: 4390 To be testeti REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. r Y: A I�B�� tection to clients, the public and ourselves, all Huntingdonreports are submitted as the confidential property of clients, and authorization for pubfication or state n s, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. �� A mem6er of the I I II group of campanies � Huntin don tluntingdon Engineering & Euvironmeotal � 662 Cromwell Avenue St. Paul, Minnesota 5$ I 141776 (612) 645-3601 TO: City of Prior Lake DATE: November 2, 1994 City Hall 4629 Dakota Street PROJECT 1�t0: 4122 94-3231 Prior Lake, MN 55372 COPIFS TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 15A 15B 15C Date Cast: 10-20-94 10-20-94 10-20-94 Age to be Tested, days: 7 28 Hold Slump, in: 4 4 4 Air Content, %: 5.6 5.6 5.6 Location of Placement: Sidewalk Fl-3, trench F4-7 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4362 4362 4362 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM: C231; Capping, ASTM: C617 Laboratory Number: 001897-1 001897-2 001897-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-24-94 10-24-94 10-24-94 Days on Job & Enroute: 4 4 Days Lab Cured-ASTM: C 192: 3 24 Age at Test, days: 7 28 Load at Failure, lb: 82980 Strength, psi: 2930 To be tested REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. , BY: - ��1@QI� tection to clients, [he public and ourselves, all Huntingdon repocts are submitted as the confidential propeRy of clients, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior writ[en approval. �� A member of the H I H group of companies R ARCHITECT' S OWNER FIELD REPORT ARCHTTECT X CONSULTANT _ FIELD _ AIA DOCUMENT G? 11 FIELD REPORT NO.: Seventeen (17) PROJECT: Prior Lake Fire Station �gC�ECT'S PROJECT NO.: 1244.03 CONTRACT: Ki'atochvil Construction Company DATE: October 27, 1994 TIME: 2:00 p.m. WEATHER: Clear TEMP.: 62 deg. F EST.% OF CO1��IPLETION: EpDM Roof g donetone work complete. Standing seam roofing 5% HVAC instailation 57%. Plumbing rough-in 94%. Electrical rough-in 80% Stud work 5%(Note: layout is just beginning). Class V base 90 `�o Emergency generator setup 40% CONFORMANCE WITH SCHEDULE(+,-): General contractor neecis to issue a revised construction project close out schedule indicating a mid-December completion date. WORK IN PROGRESS: Asphalt Contractor is Finishing classified crush limestone base installation. Roofers are insulating sheeting and installing ice and water shield on slope gable roofs. HVAC and electrical insulations are continuing. Plumbing Contractor is piping in water, vent, and waste. Drywall Contractor is beginning layout for steel studs. PRESENT AT SITE: Kratochvil Construction Company Tri-M Excavating Master Mechanical McGuire Mechanical Witt-Miller Roofmg � Harkins Electric Ivlaster Asphalt Malcahy Drywall J & J Glass Company pBSERVATIONS: I, SCI3EDULING AND PROGRESS REVIEVV: p, Work to be started, continuecl, or completed during the week of October 27, 1994 thru November 3, 1994, (weather permitting), is as follows: 1, Install curb and gutter. 2, Install lawn imgation sleeves. 3, Continue HVAC plumbing electrical rough-ins. 4, Wash exterior brick work. i 5, Install window and frames. 6, Finish all interior and exterior masonry work. �, Get ready for placement of blacktop paving. g, Begin lawn imgation sprinkler system installation and staking for exterior plantings. B, Target Dates: I None noted at this time. � E. General Contractor still needs to issue a revised construction progress schedule as soon as possible. In conjunction with this, we also have to make sure that Doug Hartman distributes copies of the construction closeout schedule to the independent vendors who will be doing the radio system installation, the telephone installation, and the cable TV prewire, and computer installation. Correspondingly, these vendors must respond after they receive the contractors schedule with day by day breakouts of the schedules for their installation which will identify a minimum number of days required for their rough-in. In approximately two weeks we should have steei studs and sheetrock on one side of all walls and be ready for grid installation at that time. In the next two to three weeks, we should be able to coordinate the work of others, such as computer telephone and radio to take place prior to padding out the ceiling. F. I still need coping and flashing roofing metal samples in two colors for architects approval from the standing seam roof and prefinished metal coping contractor. Action Required: Contractor to submit samples as requested and required. G. Fire protection piping per the specifications for the small runs is schedule 40. Contractor needs to identify that this what he intends on using or provide a credit for Excel or scherlule 10 to wash against the cost of connecting the eastem most rain water leader drop underground plumbing. Action Required: Review and response by mechanical contractor. H. Doug Hartman will organize additional Halloween night security from approximately 6:00 pm to 1:00 am. I. Flag pole base will not be provided by the Owners at this time, therefore the form will be lefr in place filled with sand. The Owners can install it at a later time. .T. Change order #2 is issued by BKPR for contractor's signature with a copy to Doug Hartman for review. K. OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor Wood Stain Finish Sample Prefinished Metal Samples L. The Owners need to start looking at getting the contract furniture fmalized and take delivery of furniture after January 3, 1995. ' cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES Huntin don ��°°�don Engineering & Enviroumeutal � 662 Cromwell Avenue St. Paul, Minnzsota 55114-1776 (612) 645-3601 TO: City of Prior Lake DATE: October 26, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PRUJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TFSTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 12A 12B 12C Date Cast: 10-12-94 10-12-94 10-12-94 Age to be Tested, days: 7 28 Hold Slump, in: 3 3 3 Air Cc,ntent, %: 1.5 1.5 1.5 I.ncation of Placement. Slab-�n-gr gridlin�s 1 3 Specified Strength, psi: 4000 4000 4000 Mix Designatian: 4062 4062 4062 Concrete Furnished By: Cemstone Cemstone Cemstone COI�IPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capging, ASTM:C617 Laboratory Number: 001814-1 001814-2 001814-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10 10 10 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 140490 Strength, psi: 4970 To be tested REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Lee/Huntingdon. BY: . ection to clien[s, the public and ourselves, all Huntingdon repoRs are submitted as [he confidential property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our repods is reserved pending our prior writtzn approval. �� A�nember of the I 1 I H group of companies � Huntin don Huntingdon En�ineering & Enviroumeutal � 662 Cromwell Avenue St. Paul, Minnesota 55114-1776 (612) 645-3601 TO: City of Prior Lake DATE: October 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: l0A lOB lOC Date Cast: 10-10-94 10-10-94 10-10-94 Age to be Tested, days: 7 28 Hold Slump, in: 4-'/z 4-'/z 4-'/z Air Content, %: 1.6 1.6 1.6 Lor.at?�n of Ptac?menr: �iwb �.5 °.` s?a� B 3 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4061 4061 4061 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001790-1 001790-2 001790-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-11-94 10-11-94 10-11-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 130270 Strength, psi: 4600 To be tested REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. � EY: tection to clients, the public and ourselves, all Huntingdon repoRS are submitted as the confidential propeRy of clients, and authoriza[ion for publication or statemzn[s, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. �� A member of the HIH group of compan;es I I H�� O� Huntingdou Engineering & Environwental � 662 Cromwell Avenue St. Paul, Minnesota 55 1 1 41 776 (612) 645-3601 TO: City of Prior Lake DATE: October 25, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLIlVDERS FIELD DATA Job Identification: 11A 11B 11C Date Cast: 10-12-94 10-12-94 10-12-94 Age to be Tested, days: 7 28 Hold Slump, in: 5 5 5 Air Content, %: 1.4 1.4 1.4 Location of Placement: Slab-on-gr?�e, grid lines 1-3 B-F Specified Strength, psi: 4000 4000 4000 Mix Designation: 4062 4062 4062 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM:C39; Slump Test, ASTM:C143; Air Content Test, ASTM: C231; Capping, ASTM: C617 Laboratory Number: 001813-1 001813-2 001813-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 Date Received: 10-13-94 10-13-94 10-13-94 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM:C192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 113640 Strength, psi: 4020 To be tested REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Lee/Huntingdon. BY: Qbi1f3S� tection to clients, the public and ourselves, all Huntingdon repoRs are submitted as the confidential propeRy of clients, and authorization for publication or statements, conclusions or extractions from or regarding our repoRs is reseeved pending our prior written approval. �p A member of the HIH group of companies ' AEtCHITECT'S OWNER . FIELD REPORT ARCHITECT X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Sixteen (16) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: October 20, 1994 TIME: 11:00 a.m. WEATHER: Clear TEMP.: 58 deg. F EST.°� OF COMPLETION: Exterior masonry work 98% complete Slab on grade 99% complete Roofing operations 60°� complete Interior framing 0% HVAC installation 30% CONFORMANCE WITH SCHEDULE(+,-): General contractor is advised that he needs to issue out a revised construction schedule within the coming week. WORK IN PROGRESS: Rough in for mechanical, electrical, and HVAC ductwork continues. Roofers are continuing roofing operations. Masons are finishing up exterior precast concrete and brick on the building. Readying the site for curb and gutter. PRESENT AT SITE: Kratochvil Construction Company Tri-M Excavating Master Mechanical McGuire Mechanical Witt-Miller Roofing OBSERVATIONS: I WORK IN PROGRESS/ITEMS OF CONCERN: A. PAVEMENT CONSTRUCTION AND DESIGN 1. Today I met with the following people on the site to review the paving base and sub grade preparation as per the contract documents. Present at the meeting were Jon Rall, BKPR, Mick Peron and Bill from Kratochvil Construction Company, Troy Loftist from Tri-M Construction Company, and Stuart Schmidt from Master Asphalt. 2. Note the following: According to project documents, bituminous paving design is ten inches of crushed limestone base per Soils Report Section 02200, (in the Recommendations), over two inches of binder course paving 2331 type 31, and capped off with two inches of wear course paving, type 2331, type 41. Action Required: Contractors to install ten inches of base for this project as noted under the drawings, specs, and soils report recommendations. B. ASPHALT 1. I've notified the contractors that the 10" of crushed limestone base installation should be included underneath the curbs as well as the pavement areas. The dirtwork contractor said that he did not plan on taking down 10" for base and I told him that according to the project documents that was part of the workscope and that he should proceed with subcutting the site to sub-grades to allow for 10" of base and 4" of blacktop as per the project documents including the soils reports which were added to his workscope by addendum #1. Action Required: Contractor. • 2. The next issue reviewed today on site was the issue of the elevation of the roof edge parapets. This is a � discrepancy between grids 3 and grids 4 on the west and east elevations of the building. Contractor points out that the discrepancy between structural details 4/S5 and detail book details 2/70 and 4/70 and the elevation drawings of A5 provide for a condition where we have to raise the parapet between grids 3 and 4 on the east and west building elevations. Resolution of this is that BKPR will issue out a proposal request to raise the wall parapet tops at these two elevations, (between grids 3 and grids 4) using treated wood blocking, a total of 3" higher than they are right now. Action Required: BKPR to issue out a proposal request. 3. I verffied that the stonework on the project matched the"parchment" sample that was approved by the architects. II. ITEMS TO VERIFY A. BKPR needs to issue out a proposal request for raising the treated wood blocking on the walltop copings at the roof edge between grids 3 and 4 on the east and west elevation of the building. (Note: In conjunction with this change the flashing at the edge of the roof coping will increase from 61 /2" to 91 /2" to allow for the three extra inches of additional wood blocking to be provided. I also verified with the contractor the location of the overflow scuppers as discussed today in the field. cc: Paul Baumgartner, Builder Official Ciry of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Fifteen (15) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: October 14, 1994 TIME: 10:30 a.m. WEATHER: Clear TEMP.: 64 deg. F EST.°� OF COMPLETION: Floor slabs on grade 99% (The remaining floor slab is at the rear entry.) Exterior block and brickwork is 95%, and will be compieted by the end of day. HVAC ductwork instailation is begun, and is approximately 20% completed in the admin. portion of the old, (most of the ductwork is on site.) Roofing work on the flat roofs is started. (Most of the EDS insulation is on hand for that). The EPDM is going down, (20% completed with the EPDM roofing installation.) CONFORMANCE WITH SCHEDULE(+,-): The contractor will be issuing out a revised construction progress schedule within the coming week. WORK IN PROGRESS: Setting switch gear on the mezzanine. Finishing e�erior brick and precast. Sawing in control joints in the slab on grade in the apparatus bays. Hanging ductwork in the admin. portion of the building. EPDM roofing over admin. area. Laying up foundations for bell tower and monument sign wall. PRESENT AT SITE: Kratochvil Construction Company Tri-M Excavating Harkins Electric McGuire Mechanical Witt-Miller Roofing OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of October 14 through October 28, 1994 (weather permitting), is as follows: 1. Finish exterior brick and precast. 2. Erect monument sign wall and bell tower. 3. Finish slab-on-grade. 4. Continue with EDPM roofing. 5. Continue with HVAC ductwork. 6. Start electrical rough-in above grade. 7. Start framing and exterior wall furring and vapor barrier. 8. Continue plumbing rough-in and side grading. B. Target Dates: None. C. Anticipated Delays: None. II WORK IN PROGRESS�ITEMS OF CONCERN: A. I reviewed the subcut, compaction, and cut requirements with the excavation contractor and the general contractor referencing borings logs in the spec book, and Earthwork Section 02200. Action Required: Contractor B. In regards to the cascade system, to be supplied by the owners, I reviewed the 6" 0 avc piping exhaust rough-in requirements with the onsite plumber, as directed by project architect, Mike Krych. Action Required: Contractor C. I reviewed the roofing installation with the general contractor, regarding transition insulation and tapered insulation, at the terminator and it looks like we will not have an extra for additional tapered insulation at the transitions between the precast and the steel joist and metal deck areas. In conjunction with that, I asked the contractor to make sure that at roof openings, and penetrations through the pre-cast concrete plank which are left open and exposed, that the penetrations be stuffed with insulation prior to being finished with roof curbs and drops. Action Required: Contractor. D. The concrete around the trench drains was not fully vibrated during placement and there is some sacking to be done, (rubbing out on the interior faces of the walls of the trench drains.) There is also some sacking and rubbing that has to be done on rock pockets on the edges of the mezzanine deck where we have terminations at the interior wall faces. Action Required: Contractor. E. The electrical contractor is installing switch gear on the mezzanine level and we have just enough clearance to do so. No other electrical issues noted other than the issuance of field order #8 which will flip flop the power communications and telephone outlets in,chief's office room #109 to coordinate with the furniture layout. Action Required: Contractor. F. The contractor is finishing up the below grade work for the monument sign added by accepted alternate #8, including the bell tower. (Note: If the city of Prior Lake will provide the base for the flagpole which is in essence a 10" diameter length of steel culvert (with the mastic coating on it), steel base plate and ground spike, the contractor will go ahead and pour it in place as per the detail noted in the detail book, (which is not necessarily a part of the workscope). If the City of Prior Lake wants to have this work done at this time, it needs to provide this base to the contractor within the next week.) (Note: Flagpole installation is not a part of the work either.) G. Harkins Electric has completed all of the underground rough-in including the antenna grounding system for the radio system and we need a final price on this which is expected in BKPR's office in the next day or two. Action Required: Contractor. III. ITEMS TO VERIFY A. The City of Prior Lake needs to provide a flagpole base which the contractor will pour in place. IV. PROPOSALS REQUESTS AND FIELD ORDERS A. We need a final wr'itten cost breakouts on PR #16, (antenna grounding system). Action Required: Contractor. B. I verified the following field orders as a no cost changes, with Jim Kratochvil today on site. Field Order #4: Floor outlet clarification location. Field Order #6: Revised the turnout rock wall locations. Field Order #7: Emergency generator exhaust stack roof penetration detail. C: The council bench proposal request has been priced, and now the project manager from BKPR needs to review it with the owners to determine whether or not an accepted alternate for a lacquered finish, (which will be a$1000 add), is to be include in the workscope or not. Action Required: BKPR to review with owners, and respond to contractor. D. The building keying system needs to be coordinated by the general contractor between the owners and Bredemus Hardware. At this point, the general contractor simply needs to get Bredemus Hardware's project manager on board with authorized representatives from the City of Prior Lake to work out the master keying system for the � building. Action Required: Project Team. E. General Contractor needs to issue out a revised construction progress schedule within the coming week. F. The Electrical Contractor needs to coordinate with NSP to make sure that the mainframe transformer located on the west elevation of the building is lowered approximately 6-8" before site grading commences. Action Required: Contractor. G. As far as submittals still required and requested by BKPR, the following apply: 1. Need special paint coating paintout samples for P5 and P6. 2. Need metal color samples of the copings and flashings (Note two colors). 3. Need a resubmittal on lawn irrigation shop drawings including calculations and the equipment cuts. 4. Need a planting list. 5. Need a wood stain and finish sample for wood doors. 6. Need a resilient tile floor sample and seaming diagram. 7. Need operable wall shops for approval. 8. Need fire protection shop drawings including final stamped and approved drawings, hydraulic calculations, and equipment cuts as per division 15500 in the specs. Action Required: Contractor. cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES � Huntin don Ilwi�ingdon En�ineerin�; & Environmental � 66� Cromwell Avenue St. P,iul, �iinne�oLi 551 ]4177(i (G12) fi45-36pi TO: City of Prior Lake DATE: July 23, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA Job Identification: 4A 4B 4C Date Cast: 6-17-94 6-17-94 6-17-94 Age to be Tested, days: 7 28 Hold Type of Sample: 3" x 6" cylinders Location Placed: Block below grade Specified Strength, psi: 2500 2500 2500 Mix Proportions: Type M Type M Type M COMPRESSIVE STRENGTH Laboratory Number: 000719-1 000719-2 000719-3 Date Received: 6-21-94 6-21-94 6-21-94 Method of Curing: Days on Job and Enroute 4 4 Days Lab Cured-ASTM:C 192 3 24 Age at Test, days: 7 28 Area Tested, sq. in.: 7.07 7.07 Load at Failure, ib: 19230 22950 Strength, psi: 2720 3250 REMARKS: *Information taken from field data sheet prepared by: C. Johnson\HEE-TCT. � _.. ,, �.';,'( � BY: �` t`� , � �� .,� Pxiok�c�m � 9 As a mumal protection to dienu, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. �� A member of the F I I H group of companies Hunti don ��dou Engimeeriug & Envirouwe� � 662 Cromwell Aven. *'�"',r'��r-=� ��,�.0 , St. Paal, Minnesota 55 t 14177 �9.a�' ..: �,, OEC � Z 19�� (612) 645-3601 TO: City of Prior Lake DATE: December 6, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. �'L11��€PRFC�T�l�v �`� 'T.': ��i:"��.�i� +i �'i,i ii LiK� FIELD DATA Job Identification: 14A 14B 14C Date Cast: 10-13-94 10-13-94 10-13-94 Age to be Tested, days: 7 28 Hold Slump, in: 4 4 4 Air Content, %: 1.2 1.2 1.2 Location of Placement: Slab-on-grade, Northeast garage floor Specified Strength, psi: 4000 4000 4000 Mix Designation: 4061 4061 4061 Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM: C39; Slump Test, ASTM: C 143; Air Content Test, ASTM: C231; Capping, ASTM: C617 Laboratory Number: 001824-1 (?01824-2 001824-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 ArP,.g� gy, ; '>a �� n � ., =n. ��.:.v �S.�o 28.�0 Date Received: 10-14-94 10-14-94 10-14-94 Days on Job & Enroute: 1 1 1 Days Lab Cured-ASTM: C 192: 6 27 27 Age at Test, days: 7 28 28 Load at Failure, lb: 124160 136920 Strength, psi: 4390 4840 REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. � l � 1 ,,; � �, BY: ��',;,'�% �- . : � u��- f �FRIOA10WSpprotec[ion to clien[s, the�ublic and ourselves, all Huntingdon repoRs are submit[ed as the confidential propeRy of clients, and authorization for publication or s[xtements, conclusions or e�ctractions from or regarding our reports is reserved pending our prior written approval. L� A niemher o( ihe 1 I I EI 9iuup of co^�ipanies � �ARCHITECT'S OWNER FIELD REPORT ARCHITECT CONSULTANT FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twenty-Two (22) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: December 15, 1994 TIME: 2:00 p.m.WEATHER: OVERCAST,SNOW TEMP.: 23 deg. F EST.% OF COMPLETION: Standing seam roofing 10% HVAC installation 80%. Plumbing rough-in 90%. Electrical rough-in 80% G��psum board installation 99% Aluminum Windows 95% Roof Coping 85% Taping / sanding 95% Emergency generator setup 70% Door Staining / Wood Trim Staining 25% Ceramic Tile Installation 90% Millwork Installation 50% Painting 5% CONFORMANCE WITH SCHEDULE(+,-): The Owner has stated that the completion date for the end of December may be moved out to the beginning of February if the Contractor desires. There is no rush on the part of the Fire department to occupy the building. WORK IN PROGRESS: Fire Protection installation. HVAC and electrical installation are continuing. Ceramic Tile Installation Door and Trim Staining Millwork Installation Metal Fioofing insiaiiation Ceiling grid installation Wood wainscot installation painting PRESENT AT SITE: Kratochvil Construction Company Master Mechanical McGuire Mechanical Malcahy Drywall Russ Harkins Electric Atomic Architectural Sheet Metal inc Prism Painting Grazzini Bros Co Superior Fire Protection .. ,.-:� -�_- .�,.�� , � - ., �.::: ..:�.. . . , .�„�-..--� . . .-.- ,. . ' _ OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. Work to be started, continued, or completed during the week of December 12, 1994 thru December 19, 1994, (weather permitting), is as follows: 1. Taping and sanding of drywall. 2. Metal Roofing installation. 3. Continue Mech and Elec installation. 4. Painting and Staining 5. Millwork Installation 6. Installa±ion of To;let partitions B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time, however the electricat work is not keeping up with the other trades. II. WORK IN PROGRESS/ITEMS OF CONCERN: A. The Contractor is providing a price to install the second lift of bituminous paving next spring instead of this year. The Owner will review the price and determine if it is acceptable. BKPR would accept this option if it is approved by the Owner. The installation would probably be a better one and allow for settling and greater compaction of the paved areas over the winter. Action Required: Contractor and Owner B. The Owner requested BKPR to review the condition at the sloped metal roof above the man doors. There was some concern over snow fallin� on the doo�. Also the issue of providing heat tape in the putter was raised. Action Required: BKPR/Contractor to provide options for deflecting snow above the doors for review. Contractor to provide pricing to add heat tape #o gutters. C. The proposal to add the ceiling in the SCBA area was approved by the Owner subject to final price review. The Contractor was athorized to proceed with the work. . III. ITEMS TO VERIFY: A. The Water coupler in the Apparatus bays (2") line should be provided with a brass 1 1/2" NST male fitting. B. Review the Sprinkler and fire alarm systems and monitoring for the building. Action required: BKPR to review and coordinate with fire department. i — . i IV. OUTSTANDING SHOP DRAWINGS STILL REQUIRED FOR SUBMITTAL: Planting List Landscape contractor cc: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Paul Mickelberg, Project Manager; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 " ARCHITECT'S FIELD REPORT ` OCTOBER 1972 EDITION " AIA' 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES r. .. _, _ _ , :. --� --- , , . . . . .. . ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Nine (9) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: August 18, 1994 TIME: 2:30 p.m. WEATHER: Partly Cloudy TEMP.: 82 deg. F EST.°,G OF COMPLETION: Above grade exterior block: approximately 80% Structural steel erection: approximately 80°� Joist installation over admin area: 95% Underground utility installation is completed. CONFORMANCE WITH SCHEDULE(+,-): Approximately two weeks behind schedule. Contractor will revise the construction schedule and reissue it as soon as we have the roof structure in place. WORK I�1 Ff10GRESS: Masons are laying up the exterior backup CMU walls and burnished block on the east elevation of the building and setting jamb steel on overhead doors on the east elevation. Electrical Contractor is roughing in CMU walls ahead of masons. Outside Utilities Contractor is air testing the combined water and fire protection line into the building. PRESENT AT SITE: Kratochvil Construction Company Harkins Electric Allied Mechanical OBSERVATIONS: I WORK IN PROGRESS/ITEMS OF CONCERN: A. The fire hydrants are in place and we need to verify with Doug Hartman of City Flre Department that the offices are properly orientated to meet the needs for the Fire Department. Action Required: Doug Hartman B. Overall, we are approximately two weeks behind schedule. Part of this shortfall has been a lack of available manpower for masons. Contractor said that is going to be able to pick up some additional masonry crew members in the next week and we should be ready to start brickwork in approximately two weeks. Action Required: Contractor. C. Overall, the progress on the job has been good. Everything is coming together very well. All of the lines are matching up and structural steel is timing out just right and fitting all the different angles of the building. So far the only concern was we will have to watch the line of the lintels on the west elevation over the overhead doors between the grid line and the end of the building, but we should be able to hold the line and keep the brickwork perfectly flush and just overhanging on the jamb steel and at the O.H. door lintels. Action Required: Contractor. D. The contractor has completed the revisions to the W14 windows as far as the redesign of the steel lintels to be placed over the three windows on the south elevation of the apparatus bay. The anticipated is approximately $350. This will get us warm wall construction above the windows and the detail worked out just fine. E. At next Thursday's meeting we will have a slab on grade pre-installation meeting with Stang Concrete, who will be doing the flatwork on the job, to verify the layout of control joints, placement of vapor barrier, and placement of slab on grade concrete. Action Required: All Contractors. I I F. The Electrical Engineer gave direction to the Electrical Contractor regarding the placement of baseboard electrical radiation going in to the east wall the roll call room, where it will be mounted approximately 4 1/2" above finished floor and split the first two courses of block so it will be equally located over the lower base course of glazed block and the burnished block course just above it. There is no conflict with millwork and this installation will stand as noted here. Action Required: Contractor. G. The underground for storm and waste is completed and in the next week the Electrical Contractor should complete his electrical underground which would allow us to start casting floor slabs on grade in the Admin. portion of the building. Materials stored on site are electrical fixtures, and the sump system, in secured storage, plus the balance of the structural steel and joist decking, which will be installed in the next week. H. Structural Engineer should prepare to visit the site in approximately one weeks time, when we will have both joist and decking operations in full swing, and we should be able to also look at all the precast placements over the mezzanine and the admin. area at that time, as well. II. ITEMS TO VERIFY A. BKPR needs to review responses to all proposal requests and claims for additional costs to the work, and make recommendations for approval to the City, to determine when we need to start putting together change order #1 for the project. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake � Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AtA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES - . �. .�: � _ _ . , � - q " '>g ►. :..� ARCHITECT'S OWNER °'��;;r�^ �' ""�*,, FIELD REPORT ARCHITECT X <� � CONSULTANT _ f��:� FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Eight (8) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: August 11, 1994 TIME: 2:00 p.m. WEATHER: Partly Cloudy TEMP.: 75 deg. F EST.°,6 OF COMPLETION: Above grade exterior biock approximately 70% CONFORMANCE WITH SCHEDULE(+,-): Minus two weeks. Behind schedule on steel joists, truss erection, exterior brickwork, and exterior blockwork. WORK IN PROGRESS: Masons are laying up burnished and nonburnished block on Grid 1, from B line to F line (south elevation of apparatus bay #134). Masons are laying up backup CMU block on E.4 line between Grid point 8.4 and 13 line. Electrical contractor is on site soaping in electrical and masonry walls as masonry coursing goes up. PRESENT AT SITE: Kratochvil Construction Company Harkins Electric O BSERVATIONS: 1. WORK IN PROGRESSjITEMS OF CONCERN: A. I've requested that Kratochvil Construction Company issue out a revis'ed construction schedule, which will update the exterior brickwork, steel erection, etc. Presently, we are approximately two weeks behind the overall original construction schedule issued for the project. Action Required: Contractor B. Electrical mainframe transformer relocation issue. I've okayed the electrical contractor to shift the transformer location approximately two feet to the south of the location shown on plan sheet A1, so the south edge of the transformer pad lines up with the south edge of trash enclosure. (The east west dimension and location will be unchanged from that shown on the drawings.) Action Required: Electrical contractor (Note: The electrical mainframe transformer and service should be brought in next week. C. Copies of PR #10 were distributed to all project team members. This PR upsizes cable N and telephone entrance conduits from 1" and 2" respectively to 2" and 4" respectively. Action Required: Kratochvil Construction Company and Harkins Electric to respond with labor material breakouts. D. BKPR issued PR's #8 and #9 which include the following: 1. PR #8 revises the extractor/washer/dryer installation in Room #132 to omit the maintenance housekeeping pad and trench drain. 2. PR #9 revises the lintel construction and the CMU coursing of the south elevation of apparatus bay #134, around the three type "W14" windows on this elevation, above the knock out panels. The reason for issuance of this architect requested change, was to make sure that the lintel is insulated as per the detail 18/80. (The lintel conditions shown from the structural cuts do not allow for insulation). Action Required: Contractor review and respond to PR's #8 and #9 with labor and material pricing. II. ITEMS TO VERIFY A. Project manager, Paul Mickelburg, will provide a clarification to Doug Hartman on the gas meter relocation cost. See the proposal request issued on this. Action Required: BKPR, project manager t� F B. Paul Baumgartner, the city building officiai, requests that BKPR contact the Minnesota Department of Health to see if they can expedite their plumbing review for the project. Action Required: BKPR C. The owners need to bring on board radio, computer, and telephone contractors and consultants in the next week or two (ahead slab-on grade placement), to verify the extent of work required against the rough ins already planned for on the project documents. Action Required: Owner D. Kratochvil Construction Company needs to set up a slab-on grade preconstruction installation conference, a minimum of week ahead of the first slab-on grade placement, (preferably about 10 days to 2 weeks ahead of time.) Action Required: Contractor E. The mechanical contractor noted that the plumbing fixture shop drawings were submitted with the lav prepped for 4" on center holes, and the specified facets are tapped for 8" on center installation. Mechanical contractor will need to contact the mechanical engineer to verify the proper fixture numbers so that we have a match at either 4' on center, or 8" on center. Action Required: Mechanical contractor to review and resolve with mechanical engineer. F. Mechanical contractor installed the storm sewer under ground piping which passes through work area 132 and the storage space, and serves the rain water leader drops from the ceiling in at too high an invert elevation, therefore, this piping will not drain prope�ly.. Contractor will have to dig it up and reinstall it so that it will pitch and drain properly. This is at no cost to the contract, (contractor's item to correct). Action Required: Contractor c: Paul Baumgartner, Builder Official City of Prior Lake ; Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Seven (7) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: July 28, 1994 TIME: 2:00 p.m. WEATHER: Overcast TEMP.: 80 deg. F EST.°� OF COMPLETION: Precast plank 100%, (On site) Apparatus bay burnished block up to meuanine level bearing approximately 40% Underground plumbing installation 95% CONFORMANCE WITH SCHEDULE(+,-): On schedule WORK IN PROGRESS: Contractor is setting precast plank over the administrative area roof, from grid "7" to "10" between grids "C" and "E". Grouting the precast keys. The precast plank is also set in place over the mezzanine area, but has not been laid out and grouted since the blockwork to support the mezzanine level is not completed from the east exterior wall to the west exterior wall. Masons are laying up exterior CMU backup block at the exterior, (window), corners after the structural steel has gone up at grid points 13\E4, 13\E5, 11 \A, and 8\A. PRESENT AT SITE: Kratochvil Construction Company Moline Precast Concrete Harkins Electric OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed during the week of July 28 through August 4, 1994 is as follows (weather permitting): 1. Finish mezzanine precast erection (? continue exterior wall erection for backup block). 2. Receive the last load of structural steel for the project. 3. Continue electrical rough-in. 4. Begin setting bar joists. � 5. Take delivery of brick on the site. B. Target Dates: None noted C. Anticipated Delays None noted. D. Materials Stored on Site: 1. Burnished block. 2. Glazed CMU, steel joists, and steel trusses. (Sound system has been received by the contractor, and is currently being stored off site in the contractor's warehouse). ...:. :�. . __ . .. : �... _.,e:..�.� .,:,�.� .-�-� -- :..�� . _ _ :. . II. WORK IN PROGRESSfITEMS OF CONCERN A. The location of the T-stats which control the overhead, infrared heating in apparatus phase #125 and #134 shall be next to the C002 sensors in these apparatus bay rooms as per BKPR's response to McGuire Mechanical's RFI, dated 7/27/94, referencing sheets A-4 of the plan drawings. Action Required: Contractor B. The contractor requests ciarification of apparent dimension discrepancies on detail drawing 17/60 where the pass through head is one inch taller than the adjacent four inch high holiow metal door openings. The resolution to this issue, (as issued by BKPR), is to reduce the 3'10" high vertical pass through dimension one inch down to 3'9" high so that the head of the pass through will line up with the head of the adjacent hollow metal door frames. Action Required: Contractor C. Burnished block is going up on 4 line and 7 line, flanking the east and west axis of apparatus bay #125. I've noted that there are some uneven joints in the story of the block which can be improved. I've reviewed my concerns about the quality of the exposed burnished block erection with Jim Kratochvil, and the contractor will keep tighter vigilance on laying of exposed masonry. Action Required: Contractor D. To accommodate the installation of raceway conduits between the emergency generator and the mechanical room on opposfte sides of apparatus bay #125, I've revised the installation to allow the electrical contractor approximately 4 feet of wall space on the south wall of storage room #126, for a space for his conduits for emergency power etc. This was reviewed with Doug Hartman at the construction meeting and was approved by the owner's representative as well. The contractor will go underground once he comes down out of the mezzanine electrical room and will hold tight to the pilaster in the corner in which consists of conduits encased in concrete. Action Required: Contractor E. In the previous week's fielcl report, it was noted that the electrical contractor had missed the rough-in bozes (2 each,) for emergency lighting over the vending and kitchen area doors for exut light fixtures. This has proved to be inaccurate, since this wall is furred and the contractor will be installing his boxes in the furring space. III. ITEMS TO VERIFY A. Did BKPR send plans to the State of Minnesota, (Dept. of Public Health), for plumbing reviev✓? If not, BKPR must do so as soon as possible. Action Required: BKPR B. On PR #6, we need to verify if a credit is due on the paper towel dispensers. Doug Hartman noted that at some point in time, someone from Kratochvil Construction Company had identified a cost per unit to the City of Prior Lake, if the paper towel dispensers were are provide by the contractor. If this is the case, we need to see what the cost is and make a determination with the City of Prior Lake as to whether or not they want to have the paper towel dispensers added to the contract, or have their own vendor supply them. Action Required: Review and response by BKPR, City of Prior Lake, and Kratochvil Construction Company. C. Doug Hartman, City of Prior Lake, needs additional clarification from BKPR on why the gas service was relocated. I believe the answer is that it has been relocated for future expansion capabilities and the resulting cost for expanding the service, (of approximately $1000), are strictly Minnegasco charges for having to go beyond the nearest point of contact at the building. Action Required: Review and response by project manager, Paul Mickelburg D. Contractor needs to submit payment application Number 3, in pencil, (with backups for mechanical and electrical.) This needs to be submitted to BKPR for approval so that it can be submitted to the City of Prior Lake prior to 8/8/94. Action Required: Contractor E. BKPR cannot presently respond to the extractor, washer, and drainage pad issue concerning mechanical fixtures, P13 and P14, until next week when Paul Mickelburg has returned to the office and can coordinate these issues between architects and engineers. 1 4 Action Required: BKPR t F. BKPR has requested, and has yet to receive, seamless epoxy quartsite flooring samples for architect's review as requested two weeks ago. Action Required: Contractor G. Contractor's response to PR4 has been submitted, and will be passed on to the City of Prior Lake for approval. This is a no cost change. We are also waiting for confirmation from the contractor on PR1 as to whether door #15B will stay aluminum as originally specified for a no cost change, or ff it will change to hollow metal for a no cost change. Action Required: Review and response by Kratochvil Construction Company. H. Contractor still needs to respond to field orders #2, which identifies metal decking as per the shop drawings, and field order #3, which changes the P3 paint color. Both field orders #2 and #3 are thought to be no cost changes. Action Required: Review and response by Kratochvil Construction Company. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES � . ` _- - _ --- -- _ _ _ __ _.-.._, --- -..__ .. w.. . ,_ .: . . : _. � ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Seven (7) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: July 28, 1994 TIME: 2:00 p.m. WEATHER: Overcast TEMP.: 80 deg. F EST.°,6 OF COMPLETION: Precast plank 100%, (On site) Apparatus bay burnished block up to mezzanine level bearing approximately 40°/a Underground plumbing instailation 95% CONFORMANCE WITH SCHEDULE(+,-): On schedule WORK IN PROGRESS: Contractor is setting precast plank over the administrative area roof, from grid "7" to "10" between grids "C" and "E". Grouting the precast keys. The precast plank is also set in place over the mezianine area, but has not been laid out and grouted since the blockwork to support the mezzanine level is not completed from the east exterior wall to the west exterior wall. N9asons are laying up exterior CMU backup block at the exterior, (window), corners after the structural steel has gone up at grid points 13\E4, 13\E5, 11 \A, and 8\A. PRESENT AT SITE: Kratochvil Construction Company Moline Precast Concrete Harkins Electric OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed during the week of July 28 through August 4, 1994 is as follows (weather permitting): 1. Finish meuanine precast erection (? continue exterior wall erection for backup block). 2. Receive the last load of structural steel for the project. 3. Continue electrical rough-in. 4. Begin setting bar joists. 5. Take delivery of brick on the site. B. Target Dates: None noted C. Anticipated Delays None noted. D. Materials Stored on Site: 1. Burnished block. 2. Glazed CMU, steel joists, and steel trusses. (Sound system has been received by the contractor, and is currently being stored off site in the contractor's warehouse). II. WORK IN PROGRESSf ITEMS OF CONCERN A. The location of the T-stats which control the overhead, infrared heating in apparatus phase #125 and #134 shall be next to the C002 sensors in these apparatus bay rooms as per BKPR's response to McGuire Mechanical's RFI, dated 7/27/94, referencing sheets A-4 of the plan drawings. Action Required: Contractor B. The contractor requests clarification of apparent dimension discrepancies on detail drawing 17/60 where the pass through head is one inch taller than the adjacent four inch high hollow metal door openings. The resolution to this issue, (as issued by BKPR), is to reduce the 3'10" high vertical pass through dimension one inch down to 3'9" high so that the head of the pass through will line up with the head of the adjacent hollow metal door frames. Action Required: Contractor C. Burnished block is going up on 4 line and 7 line, flanking the east and west axis of apparatus bay #125. I've noted that there are some uneven joints in the story of the block which can be improved. I've reviewed my concerns about the quality of the exposed burnished block erection with Jim Kratochvil, and the contractor will keep tighter vigilance on laying of exposed masonry. Action Required: Contractor D. To accommodate the installation of raceway conduits between the emergency generator and the mechanical room on opposite sides of apparatus bay #125, I've revised the installation to allow the electrical contractor approximately 4 feet of wall space on the south wall of storage room #126, for a space for his conduits for emergency power etc. This was reviewed with Doug Hartman at the construction meeting and was approved by the owner's representative as well. The contractor will go underground once he comes down out of the mezzanine electrical room and will hold tight to the pilaster in the corner in which consists of conduits encased in concrete. Action Required: Contractor E. In the previous week's field report, it was noted that the electrical contractor had missed the rough-in boxes (2 each,) for emergency lighting over the vending and kitchen area doors for exut light fixtures. This has proved to be inaccurate, since this wall is furred and the contractor will be installing his boxes in the furring space. III. ITEMS TO VERIFY A. Did BKPR send plans to the State of Minnesota, (Dept. of Public Health), for plumbing review? If not, BKPR must do so as soon as possible. Action Required: BKPR B. On PR #6, we need to verify if a credit is due on the paper towel dispensers. Doug Hartman noted that at some point in time, someone from Kratochvil Construction Company had identified a cost per unit to the City of Prior Lake, 'rf the paper towel dispensers were are provide by the contractor. If this is the case, we need to see what the cost is and make a determination with the City of Prior Lake as to whether or not they want to have the paper towel dispensers added to the contract, or have their own vendor supply them. Action Required: Review and response by BKPR, City of Prior Lake, and Kratochvil Construction Company. C. Doug Hartman, City of Prior Lake, needs additional clarification from BKPR on why the gas service was relocated. I believe the answer is that it has been relocated for future expansion capabilities and the resulting cost for expanding the service, (of approximately $1000), are strictly Minnegasco charges for having to go beyond the nearest point of contact at the building. Action Required: Review and response by project manager, Paul Mickelburg D. Contractor needs to submit payment application Number 3, in pencil, (with backups for mechanical and electrical.) This needs to be submitted to BKPR for approval so that it can be submitted to the City of Prior Lake prior to 8/8/94. Action Required: Contractor E. BKPR cannot presently respond to the extractor, washer, and drainage pad issue concerning mechanical fixtures, P13 and P14, until next week when Paul Mickelburg has returned to the office and can coordinate these issues between architects and engineers. Action Required: BKPR a F. BKPR has requested, and has yet to receive, seamless epoxy quartsite flooring samples for architect's review as requested two weeks ago. Action Required: Contractor G. Contractor's response to PR4 has been submitted, and wiil be passed on to the City of Prior Lake for approval. This is a no cost change. We are also waiting for confirmation from the contractor on PR1 as to whether door #156 will stay aluminum as originaily specified for a no cost change, or ff it will change to hollow metal for a no cost change. Action Required: Review and response by Kratochvil Construction Company. H. Contractor still needs to respond to field orders #2, which identifies metal decking as per the shop drawings, and field order #3, which changes the P3 paint color. Both field orders #2 and #3 are thought to be no cost changes. Action Required: Review and response by Kratochvil Construction Company. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES + ARCHIT�CT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Seven (7) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: July 28, 1994 TIME: 2:00 p.m. WEATHER: Overcast TEMP.: 80 deg. F EST.°� OF COMPLETION: Precast plank 100%, (On site) Apparatus bay burnished block up to mezzanine level bearing approximately 40% Underground plumbing installation 95% CONFORMANCE WITH SCHEDULE(+,-): On schedule WORK IN PROGRESS: Contractor is setting precast plank over the administrative area roof, from grid "7" to "10" between grids "C" and "E". Grouting the precast keys. The precast plank is also set in place over the mezzanine area, but has not been laid out and grouted since the blockwork to support the mezzanine level is not completed from the east exterior wall to the west exterior wall. Masons are laying up exterior CMU backup block at the exterior, (window), corners after the structural steel has gone up at grid points 13\E4, 13\E5, 11 \A, and 8\A. PRESENT AT SITE: Kratochvil Construction Company Moline Precast Concrete Harkins Electric OBSERVATIONS: 1. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed during the week of July 28 through August 4, 1994 is as follows (weather permitting): 1. Finish mezzanine precast erection (? continue exterior wall erection for backup block). 2. Receive the last load of structural steel for the project. 3. Continue electrical rough-in. 4. Begin setting bar joists. 5. Take delivery of brick on the site. B. Target Dates None noted C. Anticipated Delays None noted. D. Materials Stored on Site: 1. Burnished block. 2. Glazed CMU, steel joists, and steel trusses. (Sound system has been received by the contractor, and is currently being stored off site in the contractor's warehouse). f _ II. WORK IN PROGRESS/ITEMS OF CONCERN A. The location of the T-stats which control the overhead, infrared heating in apparatus phase #125 and #134 shall be next to the C002 sensors in these apparatus bay rooms as per BKPR's response to McGuire Mechanical's RFI, dated 7/27/94, referencing sheets A-4 of the plan drawings. Action Required: Contractor B. The contractor requests clarification of apparent dimension discrepancies on detail drawing 17/60 where the pass through head is one inch taller than the adjacent four inch high hollow metal door openings. The resolution to this issue, (as issued by BKPR), is to reduce the 3'10" high vertical pass through dimension one inch down to 3'9" high so that the head of the pass through will line up with the head of the adjacent hollow metal door frames. Action Required: Contractor C. Burnished block is going up on 4 line and 7 line, flanking the east and west axis of apparatus bay #125. I've noted that there are some uneven joints in the story of the block which can be improved. I've reviewed my concerns about the quality of the exposed burnished block erection with Jim Kratochvil, and the contractor will keep tighter vigilance on laying of exposed masonry. Action Required: Contractor D. To accommodate the installation of raceway conduits between the emergency generator and the mechanical room on opposite sides of apparatus bay #125, I've revised the installation to allow the electrical contractor approximately 4 feet of wall space on the south wall of storage room #126, for a space for his conduits for emergency power etc. This was reviewed with Doug Hartman at the construction meeting and was approved by the owner's representative as well. The contractor will go underground once he comes down out of the mezzanine electrical room and will hold tight to the pilaster in the corner in which consists of conduits encased in concrete. ,Action Required: Contractor E. In the previous week's field report, it was noted that the electrical contractor had missed the rough-in boxes (2 each,) for emergency lighting over the vending and kitchen area doors for exut light fixtures. This has proved to be inaccurate, since this wall is furred and the contractor will be installing his boxes in the furring space. III. ITEMS TO VERIFY A. Did BKPR send plans to the State of Minnesota, (Dept. of Public Health7, for plumbing reviev�? If not, BKPR must do so as soon as possible. Action Required: BKPR B. On PR #6, we need to verify if a credit is due on the paper towel dispensers. Doug Hartman noted that at some point in time, someone from Kratochvil Construction Company had identified a cost per unit to the City of Prior Lake, ff the paper towel dispensers were are pravide by the contractor. If this is the case, we need to see what the cost is and make a determination with the City of Prior Lake as to whether or not they want to have the paper towel dispensers added to the contract, or have their own vendor supply them. Action Required: Review and response by BKPR, City of Prior Lake, and Kratochvil Construction Company. C. Doug Hartman, City of Prior Lake, needs additional clarification from BKPR on why the gas service was relocated. I believe the answer is that it has been relocated for future expansion capabilities and the resulting cost for expanding the service, (of approximately $1000), are strictly Minnegasco charges for having to go beyond the nearest point of contact at the building. Action Required: Review and response by project manager, Paul Mickelburg D. Contractor needs to submit payment application Number 3, in pencil, (with backups for mechanical and electrical.) This needs to be submitted to BKPR for approval so that it can be submitted to the City of Prior Lake prior to 8/8/94. Action Required: Contractor E. BKPR cannot presently respond to the extractor, washer, and drainage pad issue concerning mechanical fixtures, P13 and P14, until next week when Paul Mickelburg has returned to the office and can coordinate these issues between architects and engineers. _ Action Required: BKPR F. BKPR has requested, and has yet to receive, seamless epoxy quartsite flooring samples for architect's review as requested two weeks ago. Action Required: Contractor G. Contractor's response to PR4 has been submitted, and will be passed on to the City of Prior Lake for approval. This is a no cost change. We are also waiting for confirmation from the contractor on PR1 as to whether door #156 will stay aluminum as originally specified for a no cost change, or if it will change to hollow metal for a no cost change. Action Required: Review and response by Kratochvil Construction Company. H. Contractor still needs to respond to field orders #2, which identifies metal decking as per the shop drawings, and field order #3, which changes the P3 paint color. Both field orders #2 and #3 are thought to be no cost changes. Action Required: Review and response by Kratochvil Construction Company. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES � F ARCHITECT'S OWNER FIE!_D REPORT ARCHITECT X t CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Five (5) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: July 14, 1994 TIME: 2:00 p.m. WEATHER: Partly Clouds TEMP.: 80 deg. F EST.°.6 OF COMPLETION: Underground plumbing installation, 60%. Laying up burnished block above grade has just begun in the administrative area. CONFORMANCE WITH SCHEDULE(+,-): On schedule. WORK IN PROGRESS: Installing underground plumbing in the apparatus bays for inflammable waste, trench drains, rain water leader piping, and washroom underground. Laying up burnished block above grade in the administrative area. Electrical rough-in continues. Setting masonry frames at block walls as the work progresses. PRESENT AT SITE: Kratochvil Construction Company Russ Harkins Electric McGuire Mechanical OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed during the week of July 14 through July 21, 1994 is as follows (weather permitting): 1. Start setting bar joists over the administrative area. 2. Continue above grade burnished block installation. 3. Continue above grade electrical rough-in and block walls. 4. Continue underground plumbing rough-in. 5. Miscellaneous metal for lintels are due on site for corner tie-ins. B. Target Dates: 7/21 Bar joists due on site for setting. 7/28 Precast due on site for administrative areas and mezzanine. 8/1 Structural steel should be on the job site. C. Anticipated Delays 1. Metal decking is approximately 6 weeks out. This poses a problem since we'll be setting bar joists next week. 11. WORK IN PROGRESS/ITEMS OF CONCERN A. Plumbers installing underground plumbing for rain water leader drops, sanitary and storm, in apparatus bays 125 and 134, toilet rooms 129 and 130, and equipment room 132. B. Masons are laying up burnished block for the interior walls in the administrative area. Burnished block is on site now, approximately a week ahead of schedule. C. As contractor is installing glazed masonry units as base at the floor line and over lintels at windows, I recommend that these be covered and taped with red Rosin paper to protect the finish from scuffing. Contractor will also have to protect the corners of burnished block walls by adding cardboard or wood cornerguards during construction. Action Required: Contractor. D. BKPR needs to fax the electrical contractor a verification of the layout of the lockers, so that the rough-in can � proceed as the burnished blocks go up. : Action Required: BKPR's electrical engineer. E. The electrical contractor will upgrade the size of the cable N and phone stub-ins to the building from 1" to 2" for cable N, and from 2" to 4" diameter for phone lines. This will accommodate future expansion and fiberoptic telephones. This is a no cost change to the work, (this wili be included in the credit on light fixtures). Action Required: Electrical contractor. F. On structural drawing S3, an RL2 lintel on 9 line, between restrooms 119 and 120 at the alcove for the double handicapped drinking fountains at the vending area is shown as a 6 foot wide masonry opening, using a 12" x 16" 2#5 masonry lintel spanning the opening, (since this is a bearing wall where precast bears from 7 to 9, and 9 to 10j. However, the architectural drawings note the span as being S'-8" to accomplish the installations in the alcove. I spoke with structural engineer Dave Holten regarding this, who will engineer a masonry lintel solution, and not'rfy the contractor with the resolution of this issue tomorrow. This will be a no cost change to the work. Action Required: BKPR's structural engineer. III. ITEMS TO VERIFY A. The mechanical plumbing shop drawings currently in BKPR's office need to be shipped out by the end of this week. Mechanical engineer Brian Shablow has confirmed that all mechanical shop drawings currently in for review will be processed out by 7/15/94 and ready to go back to Kratochvil. Action Required: BKPR's mechanical engineer. B. The duct locations which were noted as changing on the low pressure ductwork coordination shop drawings will have to be distributed to all trades so that they can coordinate their work. Any other questions regarding the ductwork drawings should be addressed in an RFI format to BKPR. Action Required: Contractor. C. For the most part, we'll be surface mounting make-up air unit control panels, with the possible exception of flush mounting the control panel in roll call room 133, which Tom Palermo from Master Mechanical is currently looking in to. Action Required: Contractor. D. Seamless epoxy quartzite flooring submittal for architects review was submitted without the physical samples that were requested. We are now requesting again that actual floor samples be submitted on tile so that architects can make the final selection of the floor finish and color. Action Required: Contractor. E. BKPR needs to get Russ Harkins of Harkins Electric a paint sample chip for the electrical baseboard radiation. The manufacturers say they cannot use a paint reference number. Action Required: BKPR. F. The Owners need to continue to coordinate with their telephone, radio, cable TV, and computer vendors to be sure that we have appropriate rough-ins and appropriate box locations for the new services. Action Required: Owner. G. I still need utility system cuts and details, such as on fire hydrant shut-offs, thrustblocks, and rod connections to be submitted by the out-site utilities contractor. These were to have arrived in the past week, but have not yet been submitted for review and approval. Action Required: Contractor. H. The brick for the job that has been erected in the sample panel has been approved. BKPR needs to issue a formal written confirmation of the brick selection. Action Required: BKPR. I. BKPR field representative confirmed today with Owner's representative Doug Hartman that linen towel dispensers • will be provided by the Owner, and are NIC. . No action required. J. I still need a response for Proposal Request #4 from Kratochvil, with pricing including labor and material breakouts. Action Required: Contractor. K. I still need a response from Kratochvil to confirm a no cost change for Field Order #2 issued by BKPR. Action Required: Contractor. L Verify with the electrical contractor that all electrical work on the project will be installed concealed, (or soaped into masonry or other finish walls), unless noted otherniise. Action Required: Contractor. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITIGN * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES � �� I�untin�don Engineerin� �C l:n��ironmental � G6� Crumu-ell Avenue S[. Yaul, �9inncsota S51 Iq_�7�;� (G12) G4S-36(Ji TO: City of Prior Lake DATE: July 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 2A 2B 2C 2D Date Cast: 6-9-94 6-9-94 6-9-94 6-9-94 Age to be Tested, days: 7 28 28 Hold Slump, in : 2-3/4 2-3/4 2-3/4 Z-3/4 Air Content, %: 2.0 2.0 2.02.0 Location of Placement: Ftg, grid 1(A-F) Specified Strength, psi: 4000 4000 4000 4000 Mix Designation: 4041 M 4041 M 4041 M 4041 M Concrete Furnished By: Cemstone Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - ASTM:C39 Laboratory Number: 000639-1 000639-2 000639-3 000639-4 Diameter, in: 6.00 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 12.00 .�rea, sq. ;,-,.: 2�.26 28.26 2�.2b Z8.26 Date Received: 6-13-94 6-13-94 6-13-94 6-13-94 Days on Job & Enroute: 4 4 4 Days Lab Cured-ASTM:C192: 3 24 24 Age at Test, days: 7 28 28 Load at Failure, lb: 107610 148670 149060 Strength, psi: 3810 5260 5270 REMARKS: *Information taken from field data sheet prepared by: M. Lemke\HEE-TCT ► BY: Y �� Q �r��i��a�l 9 protection to clients, the public and ourselves, all Huntingdon reports are submi[ted as the confidential property of clients, and authorizadon for publication or sutements, conclusions or extraaions from or regarding our reports is reserved pending our prior written approval. ��. A member of the F 11 f I group of companies � • H�� Ilu�tin�don En�inecring & I?nvironmental � 662 C�<nnti�cll Avcnuc St Paul, Mi��ncsota SS114-1776 (612j 645-3GUi TO: City of Prior Lake DATE: July 18, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 553�2 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 3A 3B 3C Date Cast: 6-10-94 6-10-94 6-10-94 Age to be Tested, days: 7 28 Hold Slump, in: 2 2 2 Air Content, %: 1.0 1.0 1.0 Location of Placement: Ftgs, E.4, 7-12 and 8.4 and F and four pad Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041 M 4041 M 4041 M Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH Test Method - ASTM:C39 Laboratory Number: 000640-1 000640-2 000640-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 �rea, sq. in.: 2$.Lb 2is.�b 28.26 Date Received: 6-13-94 6-13-94 6-13-94 _ Days on Job & Enroute: 3 3 Days Lab Cured-ASTM: C 192: 4 25 Age at Test, days: 7 28 Load at Failure, lb: 107110 140340 Strength, psi: 3�90 4960 REMARKS: *Information taken from field data sheet prepared by: T. Levesque\HEE-'TCT BY: PAKl�tlfr�(protection to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clients, and auYhorization for publication or statements, condusions or extractions from or regarding our reports is reserved pending our pnor written approval. �� A member of the H I H group of companies ` ,_• �� tIuntuigduu Eugu�eeruig & Enviromnent.il don 662 Crowwell Aveiiue g St. Paul, Miunesota 55114-1776 ,� � � '�'^''°+ �.,,, (612) 645-3601 . . . ,,�,,,,, !/� ��, ', � ., w. �� TO: City of Prior Lake DATE: Tuly 11, 1994 City Hall 4629 Dakota St. PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE DEPARTMENT Attn: Paul Mickelberg PRIOR LAKE, MINNESOTA 1-Kratochvil Const. CONCRETE BLOCK PRISM TFST INTRODUCTION This report presents the results of laboratory testing work performed by our firm on five conc;rete block prisms. The scope of our work was limiterl to documenting the compressive strength of the block prisms. The work was performed in accordance with our proposal dated March 25, 1994. SAMPLE DESCRIPTION The concrete masonry block units measured 12" x 8" x 16" (nominal) and were of two-cell regular weight concrete. The prisms were comprised of three blocks stackbonded. The prisms were bedded at the block face shells only. The cells of the block were left hollow. The mortar joints measured approximately 3is" in width and were concavely tooled. The prisms were fabricated in the field by the project masonry contractor using material stockpiled at the job site. TEST PROCEDURES The block prisms were transported from the job site to the laboratory by HEE personnel, alloweti to air cure and tested for compressive strength in accordance with ASTM:E447. The compressive strength was calculated using the net area. The test results were corrected in comparison with a standard prism having an h/t ratio of 2.0. As a mutual protectiou to cGeuts, the pubGc and ourselves, all Ile�ntiagdon reports are submitted as tLe confideutial property of clieuts, aud authorizatioa for publication or statements, conclasious or extractious from or regarding our reports is reserved peudiug our prior written approval. E: iiiu _ J � - Huntingdon PROJECT NO: 4122 94-3231 DATE: July 11, 1994 PAGE: 2 CONCRETE BLOCK PRISM TEST TEST RESULTS Sample Number: lA 1B 1C 1D lE Date Cast: 6-9-94 6-9-94 6-9-94 6-9-94 6-9-94 Date Testeci: 6-30-94 6-30-94 7-7-94 7-7-94 7-7-94 Age at Test, Days: 21 21 28 28 28 Load at Failure, lb: 137270 130480 174140 177770 158420 Height, in.: 23.9 23.6 23.6 24.0 23.8 Length, in.: 15.60 15.58 15.57 15.58 15.60 Width, in.: 11.62 11.61 11.61 11.60 11.60 h/t Ratio: 2.06 2.03 2.03 2.06 2.05 Corrective Factor: 1.00 1.00 1.00 1.01 1.00 1988 UBC Compressive Strength: Gross Area, sq. in.: 181.3 180.9 180.8 180.7 181.0 Net Area, sq. in. *: 83.4 83.2 83.2 83.1 83.2 tJPr C�m�rP�s:ve Streng±h, Fsi: :�Sn 1570 2090 214p l�OQ Conected Net Compressive Strength, psi: 1650 1570 2090 2160 1900 Min. 1500 psi *- Baseri on estimated 54% voids. REMARKS The samples were discarded upon completion of the test. HUNTINGDON ENGINEERING & ENVIRONMENTAL, INC. , � / > > ��n �. � � Staff Engineer Construction Services 94�4122�R3231 As a mutual protection to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of dients, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. C.7 ,� �nib.�.ro'ihe IIIII i, l�:'� �;�a°.�. Hunt� �O� Huntingdon Engineering & Environmental g 662 Cromwell Avenue J/i� St. Paul, Minnesota 55114-1776 V � � ��,�, , (612) 645-3601 TO: City of Prior Lake I'iATE: June 21, 1994 CiTy Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: PR4JECT: PRIOR LAKE FIRE STATION ��;�,�r�uFC�CT�Iv -rFC�S �JF r'�NC�ETE CYLIlVT)ERS FIELD DATA Job Iden.tification: 3A 3B 3C Date Cast: 6-10-94 6-10-94 6-10-94 Age to be Tested, days: 7 28 Hold Slump, in: 2 2 2 Air Content, %: 0-1 Q-1 0-1 Location of Placement: Ftgs, E.4, 7-12 and 8.4and F and four pad Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041M 4041M 4041M Concrete Furnished By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH Test Method - ASTM:C39 Iaboratory Number: 000640-1 000640-2 000640-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.2E La�� FL�;,�v��: 6-13-94 6-13-94 6-13-94 Days on 7ob & Enroute: 3 3 Days Lab Cured-ASTM:C192: 4 25 Age at Test, days: 7 28 Load at Failure, lb: 107110 Strength, psi: 3790 To be tested REMARKS: *Information taken from field data sheet prepared by: T. Levesque\HEE-T'CT BY: PRIOR\000640 As a mutual protection to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. �� A menit�er of the �i I I 1 9ruup of companlos � Huntin don Huntingdon Engineering & Environmental � 662 Cromwell Avenue St. Paul, Minnesota 55114-177(i (612) 645-3G01 TO: City of Prior Lake DATE: July 8, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: PROJECT: PRIOR LAKE FIRE STATION COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 1 A 1 B 1 C 1 D Date Cast: 6-8-94 6-8-94 6-8-94 6-8-94 Age to be Tested, days: 7 28 28 Hold Slump, in: 1.5 1.5 1.5 1.5 Air Content, %: 2.7 2.7 2.7 2• 7 Location of Placement: Ftgs Specified Strength, psi: 4000 4000 4000 4000 Mix Designation: 4041 M 4041 M 4041 M 4041 M Concrete Furnished By: Cemstone Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH Test Niethod - ASTM:C39 Laboratory Number: 000618-1 000618-2 000618-3 000618-4 Diarneter, in: 6.00 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 28.26 Date Received: 6-9-94 6-9-94 6-9-94 6-9-94 Bays an dt�b Sc, �n; �ute: 1 1 1 Days Lab Cured-ASTM: C 192: 6 27 27 Age at Test, days: 7 28 28 Load at Failure, lb: 120550 136150 140080 � Strength, psi: 4260 4850 4950 REMARKS: *Information taken from field data sheet prepared by: C. Johnson\HEE-'TCT , -� BY: "�>'� ��`,,„�,, � y r .,.,:,:' y PRIOR\000618 � /�A ,.r� As a mutual protection to clients, the public and ourselves, all Hu�angdon reports are submitted as the confidential property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. L:' ,;...,.,�... �. lutl ,..�.��,..� . ,: Huntin Huntingdon Engineering & Environmenta] g 662 Cromwell Avenue St. Paul, Minnesota 55114-1776 (612) 645-360i TO: City of Prior Lake DATE: July 6, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: PROJECT: PRIOR LAKE FIRE STATION COMPRESSION TESTS OF MORTAR CYLINDERS FIELD DATA Job Identification: 4A 4B 4C Date Cast: 6-17-94 6-17-94 6-17-94 Age to be Tested, days: 7 28 Hold Type of Sample: 3" x 6" cylinders Location Placed: Block below grade Specified Strength, psi: 2500 2500 2500 Mix Proportions: Type M Type M Type M COMPR STRENGTH Laboratory Number: 000719-1 000719-2 000719-3 Date Received: 6-21-94 6-21-94 6-21-94 Method of Curing: Days on Job and Enroute 4 4 Days Lab Cured-ASTM:C 192 3 24 Aee at Test, davs: 7 28 Area Tested, sq. in.: 7.07 7.07 7.07 Load at Failure, lb: 19230 Strength, psi: 2720 To be tested REMARKS: *Information taken from field data sheet prepared by: C. Johnson\HEE-TCT. BY: r,,� �� . ; �, 3,,. PRIOR\000719 � y ' �° . / � �� As a mutual protection to clients, the public and ourselves, all Huntingdon reports are submitted as the confidential property of clients, and authorization for publication or swtemenu, conclusions or extractions from or regarding our reports is reserved pending our prior written approval. GJ .�.-.:,..., � .. 11111 .�,. _; . .. ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: One (1) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: June 10, 1994 TIME: 9:30 a.m. WEATHER: Clear TEMP.: 74 deg. F EST.°� OF COMPLETION: Site grading 100% complete Foundation excavation for premeter foundations and strip footings is 100°ro complete Interior column pad excavations not yet started Cast in place concrete placement is 100% for strip footing, (by the Days End). Block foundation wall erection is just starting, and is approximately 3% completed CONFORMANCE WITH SCHEDULE(+,-): The construction schedule has been issued by general contractor, (but not yet received) all in all I'd say we're on schedule. WORK IN PROGRESS: Contractor is pouring 4000 pound reinforced concrete footings on F line down E4 and 84 from 7 line to 12 line, the masons are laying up block foundation wall block on 8 Ijne, A line, and 11 line. PRESENT AT SITE: Kratochvil Construction Company Stang Concrete Huntington Testing Ario Construction OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW A. Work to be started, continued, or completed the week of June 13, 1994 thru June 17, 1994, (weather permitting) is as follows: 1. Finish exterior premeters strip footings. 2. Continue laying foundation block wall to grade. 3. Start interior footing work. 4. Insulate foundation walls and begin back filling. 5. Start underground plumbing. 6. Material Stored on Site: Block Foundation installation Spec mix mortar Two types Styrofoam score board, 2x48x96 Block reinforcing Dow grey score board 1.5x48x96 Concrete reinforcing Cast iron foundation wall sleeves B. Target Dates: None noted at this time. C. Anticipated Delays: None noted at this time. II. WORK IN PROGRESS/ITEMS OF CONCERN 1. The new Prior Lake Fire Station is a 17,625 SF new single level fire station, (including site work and landscaping). The project general contractor Kratochvil Construction Company with James Kratochvil as the general superintendent. The job site phone number is 440-3777. 2. A building permit has been paid for, but the building permit has not yet been released by the City of Lakeville. The building official for this project will be Paul Baumgartner, (code official), located at 4629 Dakota Street; S.E. Prior Lake, MN 55372, his phone # is 447-4230 ext.214, (fax # 447-4245), (pager # 580-963) 9. 3. Site survey has been completed by the generai contractor and the site is staked. The building corner points, and 20 foot offset stakes, are in place and the batter boards are up on grid lines. 4. Property line is verified and marked. 5. A silt fence is installed as per detail 6A/20, along the property line to the north/west. 6. The project sign is up. 7. Temporary site address has not been posted. We need to verify with the City of Prior Lake what the address is, so that it can be posted at the site. Action Required: Contractor 8. Underground utilities are all new and all lines, cables, and pipes etc. which are existing or new work have been identified and marked , and staked. 9. The contractor has full set of up-to-date documents, including spec book, detail book, and addendum #1 on site, (in the trailer), where they are available to all contractors. 10. The site top soil stock pile, (by the City of Prior Lake), is 750 to 1000 cubic yards top soil will be needed to recover the site upon completion of the work. 11. Work in progress: site grubbing and clearing is complete. The site is sandy soil and silty sand, and graded to drain. The foundation excavation for premeter strip footings is completed. By Days End the contractor will have poured approximately 100% exterior premeter strip footings, and 0% of the interior footing pads for columns. The foundation wall erection has begun and is approximately 3% completed. The contractor is currently finishing up the poured in placed, reinforced footing construction at the premeter exterior footings. These footings placement have been reviewed by the owners special structural inspector and testing agency, (which is Huntington Labs Inc.), and the building code official of Prior Lake plus BKPR's Structural Engineer has been out to the site to review foundation placement. (See Structural Engineers field report, (S1), by Structural Engineer Dave Holten dated 6-8-94). 12 Contractor is placing the last of the premeter footings using 4000 # reinforced concrete, with a slump of 2 inches, and negligible air entrainment. The contractor has a vibrator on site, which is being used. The concrete work looks excellent. All of the forms are in place and tight, and the contractor is installing reinforcing dowels, and reinforcing steel as per the drawings. 13. Masonry work has started, and looks good. The coursing looks good, the block story looks good, and the line looks good on the coursing. The duro-wall reinforcing is being installed, as are vertical dowels and all placements observed are as per the project documents. All in all the only comment on masonry was to have a contractor go back and do some repointing of open masonry joints, in some of the below grade block work. 14. Site drainage appears to be good, and is not a problem on this project at this time. III. ITEMS TO VERIFY A. BKPR must continue to process out all shop drawings received, in a timely manor. Action Required: BKPR 2 B. Contractor needs to erect a brick and burnished block sample panel on the site for approval by the architects and the owners. Action Required: Contractor c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES 3 FIELD REPORT OWNER ARCHITECT ENGINEER X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: S1 CONTRACT: Kratochvil Construction ARCHITECT'S PROJECT NO.: 1244.03 DATE: June 8, 1994 TIME: 1:30 p.m. WEATHER: Clear TEMP. RANGE: 70 deg. F WORK IN PROGRESS: Excavation is in progress for the wall footing on grid "F" between grids "1" and "3". Footing reinforcing and dowels are being placed along grid "B". PRESENT AT SITE: Kratochvil Construction Stang Concrete Prior Lake Building Inspector Huntington OBSERVATIONS: A. Forms and footing reinforcing are in place along the west end of the building approximately from grid 12-C to grid 2. B. Water was present in the lowest part of the excavation near grid B-4 where the footings step down far utility lines. Jim Kratochvil was instructed to dewater the excavation prior to pouring concrete. C. The excavation is complete along grid "1" and is continuing along grid "F". D. Representatives of the testing agency are on site to inspect formwork, and placement of reinforcing steel, and to perform concrete tests. E. According to Jim Kratochvil, a representative of the testing agency has inspected and approved the soils beneath the footings that are to be poured today. Frank Boyles, City of Prior Lake c: Doug Hartmon, City of Prior Lake Jim Kratochvil, Kratochvil Construction � Paul Baumgartner, City of Prior Lake � Project Book fc: PM/DK/JSR/JR/1244.03 REPORT BY: Dave Holten, P.E., Structural Engineer, Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 1 OF: 1 PAGES :;�. . - . _ _ ,_,,. .. _ _ . .. . .;�_ _ , � CHECX OtJT HEPOaT FOR DIREGT GA3 FIRED AZx F�ATER . _....= _- __._.�� . �.. -_�. .._ ._�.:� Date x��Februar 9, 1995 _ __ ....._:.t.---.._..... M--.. ... . _ .. _ ,..,:,;� .-. _..- � _ : - - -. �� _ . - Ow�er �� Prior Lake Fire Dept. �• 4 Addrsas prior La'�� ` . <,;;�:_ _ � uake Industrial AirSystem ?Sodel QD110C I.ocat�an o= heat�r Roof top . . - • . �. .__ _ _� . - � . -- _ ._�:_-- - � � - - `�.aia ?:?e Siae - 3/4 . ._ . ~ .~.� . -' Screwed�or Welded _ -' �Screwed _ _... � _�.- . _._.. - _ . �:�.._ -:� _ ._ �.. ?.essure Test. St:e�t P�ess 2 PSI Zbs. Ai� on Test ,�: . _._ - _�..�. ___ -_ � . ;.• • � - - _engta oi time hrs. Lengt'� ie�L. �pproved by Insgezt�r ` C:iec?c Qut . .._. __:. _ . _ _ Cont: ols Dat� 3and Valae ?iaice Bal l ^' Size 3/4 �Fe Hamond. Gas 3e�,:�ator `�.ake Max �, 325-5� , �iQt Press 2 PSI �tlet ?:�s 3.5 WC �a:e*_;r �hut Of= 'lal��e �!ak� ITT Si:e CG13-9/G-LP _ ::e'_ _: put `Ia'_ �ake Maxitrol Siz� M611 ..?ec:ron�c �elay �aic� Honeywell Model R7795A '__�t 7a:ve i_ ;Jsed ;!aice Hand Si�e 1/4 ��cu:a�:zg Cont�ol w�k� Maxitrol g�� A1014 �cu ��i: Cont_o1 �aK� Maxitrol u�Q :�;a �� C�nt:oi �.aKe Honeywell uodel Manual Rese �amper Ooen Proving Swi*_cz w�ka Honeywell � Drive Damper �:: Prooi oz 3�.aiz �ir wa:ce Antunes Control u JD-2 :'_gZ Gas ?ress 'when Reauired `_�iake !��del �2St ____. ,._ _ _ .� _..__ _ ._. ---• ---�--- ----�- �_� lAtdKE LOLIV2ZS t�rOVBII oaen t2St X . ---------- -.�'------ -�d_� �1� - lOW �E.OZ'°_ 1Q�'II1i�vII -=gt _. ._ X - _:e!iix 3ir ?rooi if used test ��w L��i� Controi _o Shut �cwzi �ia� �i� Blower �est X Locks out (?�fust shut dowa at 40 degrees .) iiign Limit Controi Test X Locked out _, . . . �� _j�^ _ � e . - '..� .�....� . - .._.. � _�"r �" ;�._- ... ?ilat Tura Dowa Test � . '".cdulat;n8 Control Observation Remarks: X High and low fire �K. Temperature discharge consider°with DC air tempe�ature. --- .,;,w ?ir9 Star� '�est X ~ _, ___ _ X _,._-- _ _ . . _��,. --_g:� Gas ?_ess Switca T_est Outside :�i� Temperature 20 � -:. _degrees _..�_. 120- __._- de =: �aes. D�scharge ?,ir T�mp. rise on Max. iZput 8 (�ust be minimum of ±00 degrees rise in temp. t:�rouga unit on :zign''_zput.) ?? ame G^.laracter Obseraation �emar'.cs: ?=ga ri-e Blue with liQht edqe�4edium Blue �aw =�=� Blue 3'=V �zaut on h=g:� �' i_ ° 19 4 0 0 0 3'!"J in�ut on Icw � i-° 110 0 0 ;3�:st iave m�n�um o: 20 t� ? tsra dcwn. } :est :or C.O. �{Carbon ?�ionox�de) _ _ � . .. _.R. _ `-- : - a ----- _ _ _ _ �e d ium ^ ---�., - O o -- -- - - �aw : � : e � --- % � _ -- _ . _.'?R re 0 0 (':^.ze_e saail �e no ind;cat'_oa oi C� at any iaput.) (Check an �r�par:e aiso '_: ssec,) =^s��sc=_on Card Posted X ;v=__�s3� Jiag=am X Vo. � Checked filters and belt i7lstallation. All OK. . -? � ; f �OO c�DDrOVeQ - � �3�flC`.�Or ,�, .+ „cb zot approved and Ie�t o�= 3eascns• ?e�scr.s �_esent at �est: � Teste3 b� Ron Edmonson - � Master Mechanical, Inc. � 1 -- _ � --__.,�;:.y. . . - -�_ -� . � � :. .. . . _ - m _ ___ .. ,�.e . - CHECIC OUT &EP08T POR DZ�CT GA3 FIRED AIR �1TER . _- __.._:� . --.. _�. . , -.`_ DatE �� February 9, 1995 _ , ....,_.,> .,.--. ... . _ . ._ ,...�,,.t„� . ... _.: _. � . -. ��!s - - -. - _ . . p�eS �� Prior Lake Fire Dept. -. • .AddrP�s Prior L�ke � _ _ -,,,.: __ ,, . wake Industrial AirSystem u, QD120C _ . . . .. . - - .....,, •. _ ..,.._ ...:. _ _. �ocat�on of neat�r Roof top `� `!ain ?:ae Size 1 �� -� - a-..._-?. -' Screwed�or l iJelded Screwed _. ... - .,. - -- � ._ _ _ -. Prassure T_est. St.e�t Press 2 P ~ Lbs. Ai= on Test �---�+. -_ _._ ._... y . _ . . . . _ ...." . ' _ _ . . 'a..'..a' '"' ,._ '_ . .. . . . — .I � _ ' ' ' ' � _ . . Leng�:� of t�e i�rs. Lengt:� iee*_. �pprnved by Iasge�_�r ' C4ec�c Qut �- �ontrols Date 3and Va1 �e '��ke Ba 11 ^w � Size 1" ��e_ Gas 3e��:at�r w.ake R6005 S_ze 1" in?et P=ess 2PSI uutla_ ?.�s 3.5 WC Sa;�*�J Sn::t 0�= 'Ta'_•�e ua:ca ITT Si�e 1" _ue'_ :apu: Va'_-�e uake Maxitrol S;_:� M611 3lec �ronic 3e lay uaic� Honeywe 11 Model R7 7 9 5A ?�Iot Valve i: Jse� �!aic Hand g{�e 1/4 '�cduiat��g Cor.troi :�,aica Maxitrol g�� A1014 ��w ?.�i� Controi uaK� Maxitrol u�Q _.�gn �i�i� Controi '�aKe Honeywell - -- ;�cde1 - 7amper Ooe:: ?rcvizg Swi�� : ��icaHoneywell ?!odel . �ir ?rooi oi �.aia �i� waica Antunes .�- � ?�.,odel JD- :?ign Gas ?ress 'M'hen �eQUi:e� !�.akz Antunes u�Q HGP-A Test •--- --_ __ �_r �ntaxe Louvers �Proven o�en test X --._.__.._.. _�---._---- :�!ain :�i: ?iow be:�r_ igni_;�a �es� - -- �- X _re �iix :�ir Prooi i- used *_est ��w :imi: Cont��i _o Shut �cwz1 'ta� �ir 3lower '"est X Locked nut (1�ust snut down at 40 �egrees . ) �igh Limit Cont:ol Test X Locked Out _� .- ;�� . _ --_ .._.� __ „�-_ _;..: . - . .. �. ..... ?�1ot Tura Dowa Test ' . uodulat?ng Control Observation Remarks: X Hiql� and low fire OK = Temperature on control same as discharqe�temperatil`?`� � �ow :ir9 Start i29L X . ` - 1 . � _.. .... - ��. .. .. r na�r . . :_�� Gas ?:ess Sw'_*_cz Test X �:tside �ir Temperature 2 � � degre�s V�' ; D�scharge Air Temp. rise on riax. input 125^ � deSrees. �i�LiSL De ID�.i1�111Il OI �0� aE4�2O°-S 2'_32 1I1 t°:IIU. til�:.11$Il SS21iV OII �f1iS,3:1�i:luL't.� _ �ame C:�aracter Obse:^�at�on Remar'.cs: �?ign � ire Blue and Light edge��a{� Blue T, gi:a Blue 3'�'J ��put on h? ga _:r � 9 7 2 0 0 0 3:U ia�ut on Icw ___ a 4 4 0 0 0 ;'�st have �ia'_..^ti:m oi ZQ to _ tuTM� dawa.) ._st �or C.O. �(CarSOn �ionox�de) _. � 1 ......� ^ `Q .-- _- -- -__" ; , �edium ^ 0% t=`.'_ --- ----- --- -- �ow _ �_�oy _ -- -�_ . :gn r : ;':':�er� sna:I �e no ind'_cation oi C� at any �aut.) (C:ieck �n ?i�Pazte aiso :: sse�,) ; T �•: X wi�:ng Dia.s3� am X Vo . =,s��-ac__on Ca_a ?�st_ :te�a�'_cs : _ _� Checked f.ilter and belts - all-10K :� �ob ��nroved `� :ns�e=tor „co :.ct aaproved and ].e�t oT� � �e as ons : =�-scr.s �_esent at ��st: ��'"este3 bv Ron Edmonson Master Mechanical, Inc. � .:t. � HEATING TEST RECORD J�DDRESS Prior Lake APT. FLOOR CITY SUBURB , OCCUP�INT Prior Lake Fire Dept OvrNER HEAT LOSS DATE HTG. INST. SOLD aY Master Mechanical, Inc. �,• INSTnLLED BY Ma�tPr MPC`}L�nj,r�l Zne Elrcfrical Work By RUSS Harkins Electric � Gas Lin• By Ml`IaLl1rP MPC'}l^ni r-�7 TYPE OF HEA7 GA FA _�HW STEAM SPACE HTR. UMIT HTR. OTHER r'OOf tOp � GAS DE51GN CONYERSION 1.l,lKE ROOftOp Lennox 1.4AKE OF BURNER Moa.� GCS-24-953-2001Y r.t�dai saiot 5694K03138 �tax. BTU Ro�� INPUT 200000 MAKE OF FURNACE Model CONTROLS 7HER�lOST�IT VVHC H, p�� Y�nt 5�:. None White Rodae�t� 36C76 — KIND OF LINER None SIZE NONE X Ya'v• Klixon 18� Manual Reset Draft Hood Reqularor 325-5 Maxitrol Llmif L(mit S�ttlnp 18� �'1X2C1 Flllsra $ize 2�X2�x'2 Num'b�� 4 Fan Sattlny Electronic Controlled ��mney Locntlon Insid• None Oulald• Pllor Typ. Spark Chimney Cons�ruction None Pilo� F.t�k. Fenwal Pllo� Mod� 36G5701 Smoks Bomb 1'�I�Inp X Pllot Timiny 6� Second Droft T�st Toy X L.W, Cuf Of( None Door Pressvr• LlyhtlnQ In�t. X • 3.5 W g .2a 2/9/95 Pr�ssuro 55 P�rc�nt CO �-- Dara T�st�d ' T.�rir, Master Mechanical, Inc. In ut CFH Pare�nt 0 Company 9 o Z a .Ron Edmonson StacSc Trmp. Pe�c�nl CO Nome o( Tester Fw�n 2J5 • HEATING TEST RECORD J.DORE55 Prior Lake �pT, FLOOR CITY SUBURB X , oCCUP,�NT Prior Lake Fire Dept. owNER HEAT LOSS DATE HTG. INST. SOLD SY �• INSTALLED BY El.cfr(col Wo.k ey Master Mechanical, Inc. �` Goa Lin• ey Mcc;ui rP M chan i r i TYPE OF HEA7 GA FA X HW STEAM SPACE NTR. UNIT HTR. OTHER ROOftOp � GAS DESIGN CONYERSION �y,K� ROOftQ� T,PririOX —MAKE 0� BURNER Mod�l G .5-51 6-1 353-270-74 ).lodal _ S�wiol 5694HC�1 1 �i7 Max. BTU Ratinq INPUT 2�� - MAKE OF FURNACE Model . CONTROLS THER�lOSTAT VVHC Hea� P1�fl V.�� 5�:. None y White Rodc�e�.a� �i6C76 KIND OF LINER None SIZE X NONE X Llmit � Klixon 180 dec�rees o,ort Hood R, MAX 325-5 Llmit s.ni�9 180 degrees fixed Fit�e�. S�:e Numb�r �'- Fan Sattln Electronic controlled Chlmney Loccllon Inaid• None Oulald• 9 Pllot Typ� Spark Ch�mney Construction None p µ Fenwal Pllot ldod�l 36G5701 Smoks Bomb Wlrinp �� Pllot Timinq 6� seconds Dralt T�st Top X L.W, Cut Ofi �TnnP Door Pre:aur• Llqhtln9 In�t. X • 0 2/9/95 Pr�asure 3 '� 5 WC Pucsnl C0� 8 ' 6° Date T.st�d Input CFH � Perc�nt 0� o Company T�:Ilny M�GtPY MPrhani ra 1 � Tnr Swck T �mp. 350 degre�$rcent CO �° Name o( Tester g011 Edmonson Fo.�n 275 ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Eleven (11) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: September 1, 1994 TIME: 2:00 p.m. WEATHER: Cloudy TEMP.: 65 deg. F EST.°� OF COMPLETION: Above grade block work 90% Underground plumbing in the admin. portion and across the site, approximately 95% Electrical rough-in in masonry walls, approximately 30% CO NF O RMANCE WITH SCHEDULE(+,-): Approximately one week and a half 5ehind schedule. WORK IN PROGRESS: Masons are laying up back up CMU block on west elevation between grid lines #1 and #4. Underground plumbing is proceeding in kitchen and admin. areas. Electrical rough-in continuing. PRESENT AT SITE: Kratochvil Construction Company Harkins Electric McGuire Mechanical OBSERVATIONS: , I. WORK IN PROGRESSjITEMS OF CONCERN: A. Owner's representative had the radio consultant on board today at the on site construction meeting, (Arvid Holt) meeting. We reviewed radio rough-in requirements. The owner's radio consultant was asking for a PR to bring down two 1" diameter conduits from the two 1 1/2" conduits above the ceiling in room #124 to terminate in two 2 x 4 boxes below the watchroom counter and duct raceway. Items to ver'rfy in conjunction with this proposal request would be the penetration point above the roof line that the owners will need to verify with the architects. The antenna type, size, and mounting, and the grounding of the conduit system to the mechanical and electrical room. In conjunction with the grounding system, BKPR's electrical engineer needs to verify the wire size and verify where the location of the ground tie in point with the electrical contractor. Action Required: BKPR to issue a proposal request. B. The glazing contractor was on board, reviewing the installation of the clerestory glazing and framing at the front entry vestibule. The glazed clerestory enclosure abovethe main entry vestibule, does not work out dimensionally with the structural steel in place, (based on the structural steel drawings, elevations, and details). I've reviewed the installation and the layout with the general contractor, and find that part the structure is laid out and erected in accordance with the structural drawings, however, there seems to be a discrepancy on how the structural layout works against the architectural layout. Towards that end Mike Krych, the project architect from BKPR, will be visiting the site at 9:00 a.m. on Friday, September 2 to review the installation with the general contractor and issue a revised drawing detail of re- dimensioned plan as necessary to complete the installation. (PR#13) Action Required: BKPR project architect. II. ITEMS TO VERIFY A. BKPR will need to issue out a proposal request as noted above to provide for extension of radic� system raceway and grounding of that raceway system. Action Required: BKPR B. BKPR will need to reissue a revised detail drawing to provide for correctly dimensioned layout for the clerestory layout at the main entry vestibule. (PR#13 to follow). Action Required: BKPR c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 2 OF: 2 PAGES _ .. . a ` � ARCHITECT'S OWNER FIELD ORDER ARCHITECT X CONSULTANTS CONTRACTOR FIELD OTHER AIA DOCUMENT G708 PROJECT: Prior Lake Fire Station FIELD ORDER NO.: SIX ( 6) Prior Lake Minnesota OWNER: City of Prior Lake DATE: September 15, 1994 4629 Dakota Street SE Prior Lake, MN 55372-1714 TO: Kratochvil Construction Company, Inc. ARCHITECTS PROJECT NO.: 1244.03 302 2nd Avenue SW, PO Box 27 New Prague, MN 56071 CONTRACT FOR:Complete Construction CONTRACT DATED: April 26, 1994 You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required, please submit your itemized proposal to the Architect immediately and before proceeding with this Work. If your proposal is found to be satisfactory and in proper order, this Field Order will in that event be superseded by a Change Order. Description: REVISIONS TO LOCATIONS OF TURN-OUT RACKS: Architectural: 1. Locate specified 24" wide turn-out lockers as indicated on 1/FO#6. Mechanical, Structural, Interior, Civil, Revisions: None Noted. (Architect Requested ) Attachments: 1 /FO #6 ARCHITECT: Boarman Kroos Pfister Rudin & Associates, Inc. BY: Paul Mickelberg Project Manager AIA DOCUMENT G708 * ARCHITECT'S FIELD ORDER * APRIL 1970 EDITION * AIA * 1970 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 � �, �, � 1 � j c.n � � � ----- i ��=-=�=5 . ___., � / � \ b i \\ �.� , � � \ �� ' � \�� _ , �� . _ ._ _ ._ _ _- ��_ ,--- . �� i �. \, ( N \ / � Gl ' , I � N ` \ "_'_-- 1C � TQ�N f' -i � -� _ C'I tD f't O C � � � � .\.. ..�- f'1 C7 �7 �_ � r � A '� ° �t71��1� I � f'1 �7 C , � � � � —1 Vl --1 �� \ � D�m W �� \1 y V • � �' � �,- � •-, a' -8• , 3'-a• 2" 3"-4' � 7�-•t� 3�- ^ 4'-4' Y-4 -10' 12'-9' 4' __ _ i, _ \ M.O. M.�. M. M.G. M.O. M.�� j I _ ._ . , � � i � � ,. •� � �` - ' ... • -� • � . .' _ . . . - �' �— . . . _ � � � N ! - � � � . � '� H — - � H _ D o _ ,— � — i /I\ I\ `— � < D '� � •-- -'�, V m v z � cn r*i i d ( _ ?� � a r tz2 - �, � c� -, ' ' � D � T � � A o � r1.c� ; � 12' 11'-9' ("") -11' �� 6" C�� ' ` i . � N / I ,A �� I � ' � — � ` � VI a. ` o ,,� / , � N� 118 rII o o � �� I ..- o N N D �:.. � Z Y �� a A r .4" D � „ � S `� o � � -� f��•-6' �' �'i C� n i ."O � 'I : N � Q ��v-u� ° � R; -4 � _• 4'-10 12' 10' 2' = 12' 6'-2'r; � � ��,) i; � �, � ►- �--C � `�S � � ': 0 6 't a � o o m 1 . � «. � �.{��Iny O ��j'� � O � ` O cc �� .�" � .,+-� s, u W i � ' v . ..-- � ! � - (1 / ` I � . � � • � � • • � � � • � � � 222 North Second Street • Mlnneapolis, Mlnnesota 55401 • Fax 61 2-339-62 I 2 Phone 612-339-3752 ILevlslons No. Date Pro�ect Title Sheet Tltle � ,,,'-`,.�;,:�,� I G � ' � � Consultants '' Y' � � PRIOR LAKE FIRE STATION �1�� 8 ��`�" � z � � � ( � PDM PRIOR LAKE odce cn«k�e aY �I�i 3 I �, � , �, '� 1 ,' 1�}i[.��_ ';`,� i � MINNESOTA Drawn ey TEB Commisslon No. � 2 44.0 3 ik� � A � y � � PROPOSAL OWNER _ REQUEST ARCHITECT _ CONTRACTOR _ FIELD _ OTHER _ AIA DOCUMENT G70 PROJECT: PROPOSAL REQUEST NO.: Fifteen ( 15 ) Prior Lake Fire Station Prior Lake, MN. OWNER: DATE: SEPTEMBER 15, 1994 City of Prior Lake 4629 Dakota Street SE Prior Lake, MN 55372 ARCHITECT'S PROJECT NO.: 1244.03 CONTRACT FOR: Complete Construction TO: Kratochvil Construction Company, Inc. 302 2nd Avenue SW, PO Box 27 New Prague, MN 56071 CONTRACT DATED: April 26, 1994 Please submit a completely itemized labor and material quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IHEREIN. DESCRIPTION OF THE WORK: PROVIDE ELECTRIC HAND DRYER ROOM 1 32: Electrical Aevisions: 1. Provide and install electric hand dryer in room 132. Bradley Model number 2870-28 (white finish, hands free operation). 120 volt Rough-in provided under base bid. 2. Change wire type to hand dryer to size 10 AWG. ( Owner requested) Architectural, Structural, Mechanical, and Interior Revisions: 1. None noted. Attachments: 1. Product literature for hand dryer. ARCHITECT: Boarman Kroos Pfister Rudin & Associates, Inc. BY: Paul Mickelberg, Project Manager AIA DOCUMENT G709' PROPOSAL REQUEST * APRIL 1970 EDITION * AIA' 1970 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 � ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT FIELD AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Twelve (12) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: September 8, 1994 TIME: 2:00 p.m. WEATHER: Clear TEMP.: 90 deg. F EST.°,6 OF COMPLETION: Below grade plumbing for waste and vent: 100% complete. Below grade electricai: 90% compiete. Administration area placement of vapor barrier and sand cushion: 25% complete. Primary electricai surface rough-in: 50% compiete. Above grade block will be finished up by the end of the week. Brick erection will start Monday 9-12. Structurai steel erection: 99% complete. Steel truss erection: 100% complete. CONFORMANCE WITH SCHEDULE(+,-): Minus 1 1/2 weeks behind schedule. WORK IN PROGRESS: Masons are laying up block backup CMU walls above overhead garage doors on gridline "F" between line 1 and line 7. Electrical is roughing in ahead of masons for electrical. Plumber is plumbing in trench drains. PRESENT AT SITE: Kratochvil Construction Company . Harkins Electric McGuire Mechanical OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A Work to be started, continued, or completed during the week of 9/8 - 9/15, 1994, (weather permitting), is as follows: 1. Plumbers will finish up work on the trench drains. 2. Start roof drain, and finish rain water leader piping. 3. Set floor boxes in room #109 ahead of slab on grade placement. 4. Continue electrical rough-in with brickwork. 5. Start brickwork on Monday. 6. Start slab on grade placement in rooms #113 and #114 the week of 8/12. B. TARGET DATES: 8/12 Start brickwork. C. ANTICIPATED DELAYS: None noted. 11 WORK IN PROGRESSjITEMS OF CONCERN: A. Masons will finish up the exterior block backup work this week and start on exterior brickwork commencing Monday, the 12th of September. Paul Mickelbui needs to approve or OK the use of primer painted stainless steel roof overflow and roof drain nozzles which were approved by shop drawings. (Note: The spec'rfications called for a satin nickle bronze wall noule) Action Required: Review and response ASAP by BKPR. (Note: Brickwork will start on Monday and these drains nozzles should be on hand shortly thereafter. � � B. BKPR needs to issue out proposal request #13 on revising the clerestory supporting structural steei at the front entry as soon as possible. Action Required: BKPR. C. Proposal Request #14 which contains miscellaneous Health Department and State Plumbing Code revisions was issued out today to all contractors. Response is requested with pricing ASAP. Action Required: Contractors. D. With regards to the trench drains, one of the MN Dept. of Health State Plumbing Inspection review notes was to omit the 1 x2 sand trap at the base of the trench drains. The contractor will install the waste piping up from the bottom of the trench drains at the low end of the slope trench drain bottoms, (typical at 10 locations). The fitting will end up with a bell connection so that if in the future, if the owners desire to put a collar in plac� to prevent sand filling up the waste lines before it gets to the flammable waste trap they could do so. Action Required: Contractor. E. The structural engineer will be on site at 8:00 a.m. on Friday, September 9, to inspect structural steel, trusses, joists, decking, plus precast bearing and bearing walls. Action Required: BKPR structural engineer. F. I okayed running half bond for PC units at the base of the building as was dry laid up today by the contractor. Action Required: Contractor. II. ITEMS TO VERIFY ELECTRICAL ISSUES 1. BKPR electrical engineer needs to provide a layout and clarification on the grounding system for lightning protection of the radio system. (Note: We will also need to add drops down to below the counter in the watchroom area #124 at the dispatch. Action Required: BKPR electrical engineer. (Note: If lightning protection grounding is to be reconnected to the water main, then we will need to run the ground lead under the slab on grade. This i�nformation needs to be transmitted to the Contractors ASAP because we will start placing slabs on grade in the administration portion of the building next week. Action Required: BKPR electrical engineer. 2. An electrical handryer is specified for equipment room #132 as per note #15 on sheet E3. The question the contractor has, is where is the dryer specled and who provides it? Action Required: BKPR electrical engineer and project manager to review and respond with A.P.R. 3. The electrical contractor will coordinate with the Fire Protection System sprinkler contractor regarding the wiring and control wiring of the fire protection sprinkler system damper and flow switches and also del tie- in and whether or not remote dower will be required as part of the installation. Action Required: Electrical contractor to coordinate with fire protection sprinkler contractor. 4. In regards to wall noules, the specifications call for a bronze satin nickle finish type roof drain and overflow roof drain wall nozzle. Now contractor wants to use primer painted wall noules. Is this O.K.? Action Required: Review and response by project manager Paul Mickelburg. c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 t ARCHITECT'S OWNER FIELD REPORT ARCHITECT X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: Thirteen (13) CONTRACT: Kratochvil Construction Company ARCHITECT'S PROJECT NO.: 1244.03 DATE: September 15, 1994 TIME: 1:30 p.m. WEATHER: Cloudy (occasional rain) TEMP.: 81 deg. F EST.°� OF COMPLETION: Bar joists and steel truss installation 100% Exterior brick/masonry veneer erection 10% Underground plumbing 100% CONFORMANCE WITH SCHEDULE(+,-): Minus two weeks behind schedule. WORK IN PROGRESS: Masons are laying up exterior brick and precast CMU block and glazed units on the east elevation. Steel erectors are finishing steel joist installation. PRESENT AT SITE: Kratochvil Construction Company Western Steel Erectors OBSERVATIONS: I. SCHEDULING AND PROGRESS REVIEW: A. General contractor needs to revise and reissue the construction schedule showing a more up-to-date construction progress schedule with a completion date in November. B. Work to be started, continued, completed during the week of September 15, 1994 through September 22, 1994, (weather permitting), is as follows: 1. Continue exterior masonry veneer installation. 2. Continue metal decking installation. 3. Start placing slab on grade in the administrative areas from west side of the building, to the east. 4. Continue rain water leader installation. 5. Continue mechanical and electrical rough in. C. Target Dates None noted at this time. D. Anticipated Delays Overall we are behind schedule approximately two weeks, and need to pick up the pace to avoid further weather delays due to the onset of seasonal cold weather. II. WORK IN PROGRESS/ITEMS OF CONCERN: 1.. MASONRY ISSUES A. Contractor must keep all masonry, brick, and spectraglaze units covered against rain and water contamination and filteration. B. Weep ropes are to protrude a minimum of 1" beyond the finish wall face. Weeps need to extend up into the cavity and be tied off to the nearest eye/pintel veneer anchor at least two block courses above the flashing pocket. C. Seal and cement all flashing laps and joints, and lap and seal corners a minimum of 8". � — ---�.� ' D. Nervastral plastic flashings to be left protruding beyond the exterior of the wall and razor knffe trimmed back to the face of the masonry bod joint after the joints have set. E. Cover all wall tops on a daily basis, except CMU walls that are terminated in filled bond beam courses. F. The contractor shall continue taking mortar tests, (on occasion), throughout the progress of the work. Action Required: Contractor 2 MECHANICAL ISSUES�PLUMBING ISSUES A. Contractor shall use the approved overflow roof drain wall nozzle (which is to have a satin nickel bronze finish as per the approved shop drawings). See Ancon RD 940. (Note: As an alternative to the satin nickel bronze satin finish, architect project manager, Paul Mickelburg, said he would accept a stainless steel wall nozzle, but this is without the primer finish.) Action Required: Contractor 3. MISCELLANEOUS ISSUES A. We are now approximately two weeks behind schedule. The fall rain is coming, we will prabably lose additional time in the days to come. Contractor needs to have more masons on the job, the roof needs to be put on as soon as possible, the slab on grade construction needs to start immediately. I'm very concerned that we will run into temporary enclosures and heating that could be avoided b�y working more hours per day and perhaps even Saturdays. Action Required: Review by the contractor to take the necessary steps to keep the job on schedule. III. ITEMS TO VERIFY A. General contractor needs to issue a revised construction schedule to bring construction progress scheduling up- to-date. Action Required: General Contractor B. Mechanical contractor should use the specified, shop drawing approved, Ancon down spout nozzle, (RD-940) in a satin nickel bronze finish, unless otherwise approved by this office. Action Required: Contractor C. Contractor needs to confirm "no cost change" status of field order #4, ( Electrical floor box poke through locations), and field order #5, (Revisions to shower layouts in rooms #118 and #122). Action Required: Contractor D. Contractor needs to respond with complete itemized labor and material break out costs for the following PR's: PR#13, revised entry vestibule clerestory structural steel support revisions. PR#14, plumbing revisions per Minnesota Department of Health Review. Action Required: Contractor E. Contractor needs to submit on roof tapered insulation shop drawings immediately, and provide actual colored metal samples for approval. Action Required: Contractor F. The following is a list of outstanding shop drawings that have yet to be submitted for A&E approval. They are as follows: Number Description 02510 Bituminous Paving Mix Designs/Striping Layout 02811 Lawn Irrigation Sprinkler System Shop Drawings and Equipment List p2822 Top Soil Analysis 02950 Tree and Plant List 07151 Damproofing Shop Drawings 07531 Tapered Roof Insulations Shops/Colored Metal Samples 07611 /07620 Sheet Metal Details/Coping Details � 08410/08520 Aluminum Entrances/Colored Metal Sample 08800 Gla.ss Tint Sample 09660 Resilient Tile Flooring 09725 Semi Epoxy Quartzite Flooring Manufacturer's Data and Guarantee 09900 Paint Draw Down Samples 10650 Operable Wall Shops and Samples 12500 Window Treatments and Blinds Mechanical shop drawings still needed for submittal are as follows: Number Description 15010 Mechanical Owner Manuals 15040 Air Balance Reports/Pressure Tests/and Leak Tests 15047 I.D. Shops 15080 Shock Absorbers/Backflow Preventers 15170 Thermometers, Gauges, and Meters 15185 Electric Motors 15330 Air Compressor 15400 Gas Regulators and Water Meters 15550 Fire Protection Sprinkler System 15815 Gas Fired Unit Heaters 15820 Fans 15840 Gas Vent Systems 15860 Duct Accessories 16950 Sequence of Operation Drawings. The following is a list of electrical items that still needs to be submitted fo� A&E approval. Noted as follows: Number Descri�tion 16010 As-Built Drawings and Electrical 0& M Manual 16050 Fire Stopping Materials and Methods 16950 Final Testing, Owner Training Start Up c: Paul Baumgartner, Builder Official City of Prior Lake Doug Hartman, City of Prior Lake Frank Boyles, City of Prior Lake Jim Kratochvil, Kratochvil Construction Company Project Book fc: DK/PM/BS/DB/JR/1244.03 REPORT BY: Jon T. Rall, Director of Construction Admin.; Boarman Kroos Pfister Rudin & Associates. Inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 3 OF: 3 PAGES . .��.�:� _ :: ... .:. FIELD REPORT OWNER � ARCHITECT ENGINEER X CONSULTANT _ FIELD _ AIA DOCUMENT G711 PROJECT: Prior Lake Fire Station FIELD REPORT NO.: S2 CONTRACT: Kratochvil Construction ARCHITECT'S PROJECT NO.: 1244.03 DATE: Sept. 9, 1994 TIME: 8:00 a.m. WEATHER: Clear TEMP. RANGE: 70 deg. F WORK IN PROGRESS: The upper level masonry walls along grids "B" and "F" and south of grid 4 are being completed The underslab drain piping is being placed in the apparatus bay. Sand fill is being brought into the north half of the building for the underslab bed. PRESE�JT AT SlTE: Kratochvil Construction McGuire Mechanical OBSERVATIONS: A. Concrete block walls are complete to joist bearing except for the grid "B" and "F" walls south of grid "4". All bar joists and precast plank are installed and roof deck has been installed north of grid "7". The deck welding and sidelap pattern appears to be as per the structural drawings. According to Mick Perron, installation of the roof deck over the south half of the building is scheduled to begin next week. B. The entrance vestibule structural steel has been erected. The vestibule is approximately 2'to 2'-8" longer than is shown on the structural drawings. To accomodate this, a 2' section of beam was welded to the ends of all of hte beams in the east-west direction. C. The walls above the low roof along grids "C" and "D" and between grids "10" and "12" step from 12" CMU to 8" CMU to provide a ledge for the the support of 4" burnished block. At present, the 8" CMU bears on the Webs of a hollow 12" CMU below. A continuous 12 x 8 bond beam is located two or three courses below the elevation of the ledge. Mick Perron was instructed to grout the 12" CMU solid between the bond beam and the brick ledge. D. At the northwest and southwest corners of the entrance vestibule, the north and south faces of the 24" square pilasters have no means of brick support above the roof deck. 4" block veneer was noted by addendum to provide brick support below the roof deck, but has not been installed. An alternative method of brick support would be to bolt an L4 x 3 1/2 x 5/16" (LLV) to the side of the pilaster with 2-3/4" diameter x 6" long expansion bolts above the roof deck. Frank Boyles, City of Prior Lake c: Doug Hartmon, City of Prior Lake Jim Kratochvil, Kratochvil Construction Paul Baumgartner, City of Prior Lake Project Book fc: PM/DK/JSR/JR/1244.03 REPORT BY: Dave Holten, P.E., Structural Engineer, Boarman Kroos Pfister Rudin & Associates. inc. AIA DOCUMENT G711 * ARCHITECT'S FIELD REPORT * OCTOBER 1972 EDITION * AIA * 1972 THE AMERICAN INSTITUTE OF ARCHITECT'S, 1735 NEW YORK AVE., WASHINGTON, D.C. 20006 PAGE: 1 OF: 1 PAGES m� r,v_iv_t ��d I�l'Ji *sK ,- �� . __ :� METp^ _ _- . , r�,, _ - 1lfi�tr'!� �4/��"tn, lr�� 141Rrnns • LoclfymJthg • Elecironlc Sysi�ms - W� S�ve Lives 5 PrptPCC .-;^op��ry" Februsry B 1995 Krgtachvil Canstructfan 3�2 2nd A�renue SW New P�raaue, MN Sb07! Daar Sir: 7hi�s �letter. i5 to i�nfar�a yau that t�e �a al�ra� sy�te� at �he +r1�w Pracr L.,a�ce Fire Departaent a� 16776 Fish Point R�ad S� in ilriar Lake, Mir�r►esot� is going on line today and xs ready ta ga. I,� you r�eed .��sy athe•r i*sfaraation, plesse calt. Sinc�rely. ' . J �- is� Ka�p S$l�s �aar�ir�stor . l�e�ro Atara, Fnc. . �/;=:! ��; �'tC+ytoC^'' 151 T�BS£ Niqr)i�2y 13 / Bcx 1710 16urnsv�tle, lvtrnneso*a SS33? �at !6?2) 895-3455 i Sesvrce l6T?) 84a-�3Sa i F�,,, ,";;1�) S�-�96G _ _ : , o, �n.: n��n < <,ro„�.�+,. rsn7! 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