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Home My WebLink AboutBldg 10-0088, Htg 10-343, Meter 10-448, Fire 10-0302, Plmbg 10-0169, S/W 10-0402, Plmbg 10-0169 pATE TIME CITY OF PRtOR LAKE INSPECT(aN NOTICE SCHEDULED /� I S 6Q ADDRESS ��(Q� ��p�Y`,,,� OWNER CONTR. PHONE NO. PERMIT NO. I D�- ��j� ._ ❑ FOOTING O PLUMBING RI ❑ EX/GR/IDIFILUNG � ❑ FOUNDATION O MECH RI ❑ COMPLAINT �_ O FRAMING ❑ WATER HOOKUP O FIREPLACE RI ❑ INSULATION O SEWER HOOKUP O FIREPLACE FINAI � INAL ❑ PLUMBINC FINAL O GASLiNE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �WORK SATlSFACTORY, PROCEED ❑ CORRECT ON AND PROCEED ❑ CORRE WO CALl. FOR REINSPEC710N BEFORE COVERING Inspector: OwnedContr: CALL 447- 850 FOR THE NEXT INSPECTtON 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! llYSNOM DATE TIME CiTY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � I S d� ADDRESS � �Q��Q.� ,�-' �K�t"( c OWNER CONTR. PHONE NO. PERMIT NO. f �•�S ❑ FOOTING O PLUMBlNG Rt ❑ FJUGRADlFILLING O FOUNDATION ❑ MECN RI � COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPUICE RI ❑ INSUTATiON ❑ SEWER HOOKUP ❑ FIREPLACE F(NAL ��NAL 0 PLUMBING FINAL O GASUNE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �'�.��,N-�,s ,�� __ /�i?v f'►e�n,/ e�o�e�-r�-- ti�a.Kr-4�°_ w�' ll r¢ uir � se/>arr.�.�e,. �i:/_d1 /"P..�.��1'� ; �VIORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTlON BEFORE COVERING n Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTlON 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc S.4FETY! nvsxori DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED - I��/ ADDRESS L .�, / �ry 7�1Q ! IJC�,kd1`G� OWNER CONTR. �BD�SC�r^p�� PHONE NO. PERMIT NO. !O - O GbS ❑ FOOTING ❑ PI.UMBING RI O FJUGRAD/FILLING ❑ FOUNDA710N � MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULA710N O SEWER HOOICUP � FIREPLACE FINAL � FtNAL 0 PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECN FINAL ❑ CC)MMENTS: 5��' ��3 "'�9 `L WORK SA7ISFAC70RY, PROCEED CJ CORRECT ACTiON AMD PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING lnspector D er/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HF.ALTH dE SAFETYI tNSxor� DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED `Q+ i�,1([� � 'l ADQRESS � � � �� l�a `�0.,.� Y OWNER CONTR. PHONE NO. PERMIT NO. � O —/� � � FOOTING ❑ PLUMBING RI ❑ EX/GRADfFILL1NG ❑ FOUNDATION O MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FiREPLACE RI ❑ INSULATlON O SEWER HOOKUP 0 FiREPUICE FINAL O FINAL ❑ PLUM8ING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION � MECH FtNAL ❑ COMMENTS: Gt�! 2, � �,��.,. �... �hUd. u , �m�� .� � So �Is �.'�.�.., �dr� _ ❑ WORK SATISFACTORY, PROCEED CORRECT TI AND PROCEED O ORR T WOR LL FOR REINSPECTION BEFORE COVERING Inspe or: OwnedContr: (�AL T= 50 FOR TNE NEXT INSPECTION 241i0URS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL NEALTH & SAFETY! fNSNOTI DATE TIME C1TY OF PRIOR LAKE INSPECTiON NOTICE SCHEDULED /O �L) ADDRESS �� j�G, OWNER CQNTR. PHONE NO. PERMIT NO. �Q �- Q(� � ❑ FOOTING D PLUMBING RI ❑ EX/GRAD/FILLlNG ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HQOKUP ❑ FIREPLACE FINAL � FINAL O PLUMBING FINAL ❑ GASLINE AIR TST �O �31TE INSPECTION ❑ MECH FINAL ❑ COMMENTS: (• G v�ci i v►e?r ��.�^ ' r ,c�Ml . ❑ WORK SATISFACTORY, PROCEEO ❑ CORRE A ON AND PROCEED �CORR CT K, CALL FOR REINSPECTION BEFORE COVERING Inspect r: OwnedContr. CA L - 850 FOR THE NEXT INSPECTION 24 HOURS IN ADYANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETYI ursnon DATE TIME CITY OF PRIOR LAKE ��,il� INSPECTION NOTICE SCHEDULED � ADDRESS �IO�p [ �,�i. OWNER CONTR. PHONE NO. PERMIT NO. _/�� Q�_ ❑ FOOTING O PLUMBIFIG RI O EXlGRAD/FILLING ❑ FOUNOATION O MECH RI ❑ COMPLAINT 0 FRAMING ❑ WATER HOOKUP ❑ FIREPLACE Rt � NSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ ITE INSPECTION ❑ MECH FINAL ❑ �r COMMENTS: r� 6 �` �• Co�wrle.��e. �rG.�n ,2�nc�ss�r , B`f` 2. L o o�G. �ox —{�''tac 3. '� � t � �n, d��,� 4jo-.c RT T�- 1"dr '� (�� jf,.� ��?�t_. Q�c�.�uLa�`lae� � t� �iD�c.SSiGI� (,�2�'(�IA l -k� n� . res �( n�t�!— F'.r l��Drnust t5�..(�� C tSSc�es �, ' ` �� ( �� 6 � , ; s�e. '�,c,� S � W c ' � . ❑ WORK SATISFACTrDRY, PROCEED O CORRECT ACTiON AND PROCEED � CORRECT RK, CALL FOR REINSPECTION BEFORE COVERING Inspector: OwnedContr. CALL 447-9850 FOR THE NEXT INSPECTIOIV 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL NEALTH � SAFETY! nvsHOn DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 1'� �, OWNER COIVTR. PHONE NO. PERMIT NO. ❑ FOOTING ❑ PLUMBING RI ❑ EXfGRAD/FiLLING ❑ FOUNDATION O MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATtON ❑ SEWER HOOKUP FIREPLACE FINAL O FINAL ❑ P�UMBING FINAL A LINE AIR TST ❑ SITE INSPECTlON O MECH FINAL ❑'�2 � COMMENTS: �e � , � -- � — WORK SATISFACTORY, PROCEED [J CORRECT ACTION AND PROCEED ❑ CORRECT O , CALL FOR REINSPECTlON BEFORE COVER�G Inspector: OwneAContr: CA -9 0 F R THE NEXT INSPECTION 24 HOURS IN ADVANCE. CO E QUIREMENTS'ARE FOR YOUR PERSONAL HEALTH d� SAFETY! rNSNOr, �« DATE TIME CITY OF PRIOR LAKE � INSPECTION NOTICE SCHEDULED ADDRESS �� 1�� OWNER CONTR. PHONE NO. PERMIT NO. I/7 —$� ❑ FOOTING O PLUMBING RI ❑ EX/GRAD/FlLLlNG ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT O FRAMING ❑ WATER HOOKUP ❑ PIREPLACE RI ❑ INSULATION O SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL 0 GASLINE AIR TST ❑ SITE INSPECTION � MECH FINAL � tt? Wa COMMENTS: �ORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT RK, CALL FOR REINSPECTION BEFORE COVERING inspector: OwneNContr. CA 7-9850 FOR THE NEXT INSPECT(ON 24 HOtJRS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYf Lvsnor� TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ��_ ADDRESS �KI � �t��N �i OWNER CONTR. PHONE NO. PERMIT NO. �j�'' �� O FOOTING ❑ PLUMBING Ri ❑ EXIGRADIFILLING ❑ FOUNDATION O MECH RI 0 COMPLAINT �FRAMING � WATER HOOKUP O FIREPLACE RI ❑ INSULATION O SEWER HOOKUP O FIREPLACE FINAL O FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST O SITE INSPECTION ❑ MECH INAL ❑ " �. U T'�� •'� OcG �D/ COMMENTS: J2�.�yyJL=' OF' dtJ�'S'��c.�iiG��" l. �c.�z� O��w-- ��s To � �U��.�i ntt�c �2, �1-6�- u /.vsr��:c,� �L- �. N f V�v� �5 G� L. U . G Cl WORK SATISFACTORY, PROCEED .�CORRECT ACTION AND PROCEEO ❑ CORRECT , ALL FOR REINSPECTION BEFORE COVERING Inspector: ' ` OwneNContr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! �vsivon TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 7 p ADDRESS �� / p!Q-If.S7�`� Lf<( I�' OWNER CONTR. PHONE MO. PERMIT NO. l�'�,g ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING � FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION � SEWER HOOKUP � FIREPLACE FINAL � INAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �?v. �E,p r ��l�►.�,'��.s ' - Scs l c�� 5 �� r� � cl/'�i�H C CXG�61191 L�� T� Wi rr 1�Dt _L�� F��N� (/✓�rK/ �-v 5� wr,/' ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED � CORRECT WQRK, CALL FOR REINSPECTION BEFORE COVERING Inspector: S� ' LYl OwnedContr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! �xsnon DATE TIME CITY OF PRIOR LAKE G � 7 , INSPECTION NOTICE SCHEDULED f� ADDRESS �� (�Q,�� OWNER CONTR. PHONE NO. PERMIT NO. �� ^ �� FOOTING O PLUMBING RI ❑ EXIGRADIFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPlA1NT �,0'FRAMING ❑ WATER HOOKUP 0 FIREPLACE RI 0 INSULATION O SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL � PLUMBING FINAL' ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL 0 COMMENTS: �hy� �� d— � i7 - - -- -- �_��.. , �c.v� - — — — fS'� c� � 2• � �_ � � �- _� � � �� .• �.� i ❑ WORK SATISFACTORY, PROCEED �CORRECT ON AND PROCEED � CORRE WO CALL FOR REINSPECTION BEFORE COVERING Inspector: OwnedContr; CALL 7- 850 F THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE R REMENTSARE FOR YOUR PERSON�IL HE4LTH& SAFETYI rNSnor, DATE TIME � CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ��o c3 � d�� OWNER E�(i�M l'�lil�rc CONTR. PHONE NO. PERMIT NO. � — �O� ❑ FOOTING 0 PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION O MECH RI ❑ COMPLAINT � FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI �INSULATION ❑ SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL O PLUM�FNG FINAL ❑ GASLINE AtR TST ❑ SITE INSPECTION ❑ M� FINAL ❑ i COMMENTS: �� ,� � J�WORK SATISFACTORY, PROCEED �O CORRECT ACTION AND PROCEEO ❑ CORRE W K, CALL FOR REINSPECT�ON BEFORE COVERING Inspecto : OwneNContr: CA 50 OR THE NEXT INSPECTION 24 HOURS !N ADVANCE. CODE MENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! uvsxon DATE TIME CITY OF PRIOR LAKE tNSPECTION NOTICE SCHEDULED 4� !o �o ADDRESS �� t�r� � � OWFIER CONTR. PHONE NO. PERMIT NO. / D-� ��V O FOOTING � PLUMBlNG RI V� s� O EXIGRAD/FILLING ❑ FOUNDATION ❑ MECH RI ❑ COAAPLAINT �-FRAMING 0 WATER HOOKUP ❑ FIREPLACE RI O INSULATION O SEWER HOOKUP iJ FIREPLACE FINAL O FINAL ❑ PLUMBING FINAL O GASLINE AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ COMMENTS: � � � � Ia �- )J � 1. .r � rc o (1,�..� ❑ WORK SATlSFACTORY, PROCEED CORRECT ACTION ND PROCEED CORRECT R ALL FOR REINSPECTION BEFORE COYERING tnspector. Owner/Contr: CALL 447- 5 R THE NEXT INSPECTtOtV 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH d� SAFETY! uvs�ror, r � r DA E TIIAE � CITY OF PRtOR LAKE �/' ` ` INSPECTION NOTICE SCHEDULEQ �t � � u�� `�� ADDRESS � OWNER CONTR. � PHONE NO. PERMIT NO. �O — �� O FOOTING ❑ PLUMBING Rt O EX/GRAD/FILLING ❑ FOUNDATION 0 MECH RI 0 COMPLAINT ❑ FRAMING ❑ WATER HOOKUP O FIREPLACE RI � NSULATlON O SEWER HOOKUP ❑ FIREPLACE FINAL FtNAL O PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ COMMENTS: �,,,,� �O`I � � l �� Rl WORK SATISFACTORY, PROCEED /� ❑ CORRECT ACTION AND PROCEED ❑ CORRE ORK, CALL FOR REINSPECTION BEFORE COVERING i Inspector. j Owner/CoMr: � CA FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! �nrswori \ TE TIYE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED �� ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ❑ FOOTING O PLUMBING RI O EXIGRAD/FILLING ❑ FOUNQA710N O MECN RI ❑ COMPLAINT � RAMING � WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATlON O SEINER HOOKUP ❑ FIREPLACE FINAt ❑ FINAL O PLUMBING FINAL ❑ GASUNE AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ CO MENTS: E,� �►.v �� "�O c��' �_�1� L�`�'✓T�►4/l?G� --�°Q�C" � �dIORK SATISFACTORY, PROCEED ❑ CORRECT ON ND PROCEEQ O CORREC L tNSPEC710N BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR T XT INSPECTlON 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! �NS�von OATE TlME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED (� ADDRESS y �1��, OWNER CONTR. PHONE NO. PERMIT NO. �Q � �C�B � FOOTING O PLUMBIMG RI ❑ EXIGRADIFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FlNAL ❑ FINAL ❑ PLUMBING FINAL � ASLINE-AIR TST ❑ SITE INSPECTION ❑ MECH FINAL 1� ` '►K COMMENTS: �c.�. A� .. �-�-�' K7d4, 5.�, � j�� 3t> �� o t'�(arw�, �.�S3�t" ��-�--�S��_ 4 �o C�cc� - ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT AC710N AND PROCEED �( CORRECT O ALL FOR REINSPECTION BEFORE COVERING /� � Inspector. ` OwnedCoMr: CALL 44 - 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! �vsxon TE TIt�AE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � E� �� ADDRESS � � OWNER CONTR. PHONE NO. PERMIT NO. 10 —�� ❑ FOOTING 0 PLUMBING R1 ❑ EXIGRADIFILUNG ❑ FOUNDATION O MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPIACE RI ❑ lNSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL � FINAL ❑ PLUMBING FINAL O G UNE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL ❑ ,,y� COMMENTS: O� ,� ' ,.� , ��-SS�s �INORK SATISFACTORY, PROCEED ❑ CORRECT ACTI D OCEEQ � CORRECT WO A R REINSPECTION BEFORE COVERING inspector: OwnedContr. CALL 447-9850 FOR THE NEXT INSPEC710N 24 HOURS IN ADYANCE. CODE REQUIREMENTSARE FOR YDUR PERSONAL HE4LTH �c SAFETY! rn�snon DATE TIME CITY OF PRIOR LAKE �— INSPECTION NOTiCE SCHEDULED J 1 �O ADDRESS �(�LGZ �� OWNER CON7R. PHONE NO. PERMlT NO. �FOOTINGP�N-r�l ❑ PLUMBING RI ❑ EX/GRADIFILLING ❑ FOUNDATION ❑ MECH RI O COMPLAINT O FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION O SEWER HOOKUP ❑ FIREPUICE FINAL ❑ FINAL ❑ PI.UMBING FINAL ❑ GASLINE AIR TST D SITE INSPECTION ❑ MECH FINAL � COMMENTS: 1 � t � o� ----� . --- 2. r -ou c SQ; ( s r ❑ WORK SATISFACTORY, PROCEED �CORRECT ACTiON AND PROCEED 0 CORRECT CALI FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL T-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH d� SAFETY! uvsxon DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ' �p ADORESS y�'� � l/a:1;,/sJ`�L. �K � � OWNER CONTR. PHONE NO. PERMIT NO. �b ` C�Qj � FOOTING ❑ PLtIMBING RI ❑ EXIGRAD/FILLING ❑ FOUNDATION ❑ MECH RI 0 COMPLAINT ❑ FRAMING ❑ WATER HOOKUP 0 FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL O PLUMBING FINAL ❑ GASLINE AIR TST ❑ SITE INSPECTION ❑ MECH FINAL �1�_ COMMENTS: �� , �"y a � WORK SATISFACTORY, PROCEEO ❑ CORRECT TION AND PROCEED ❑ COR T W , CALL FOR REINSPECTIOM BEFORE COVERING Insp ctor: , OwnedContr: C L 447- FOR THE NEXT INSPECTION 24 HOURS IN AQVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HF.�ILTH �c SAFETY! uvsivor� DATE TIME CITY OF PR(OR LAKE INSPECTION NOTICE SCHEDULED / ADDRESS �L�1 ��cQ�'e� OWNER CONTR. PHONE NO. PERM(T NO. 'r/ � Q� �J� ❑ FOOTING O PLUMBING RI ❑ EX/GRADIFILLING ❑ FOUNOATION �( MECH RI ❑ COIIRPLAINT ❑ FRAMlNG � WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP O FIREPLACE FINAL � FINAL ❑ PLUMBING FINAL O GAS E A1 T T ❑ SITE INSPECTION ❑ MECH FINAL �1 � � � COMMENTS: "�jocew�e,�,� a- �,i��'o�+�t I. �ou i�2 �i t� �!✓l u n�,tr �'t�� rs i vt � 4 S� � e�.Q.s � s �.5 �,��. �� sc-� , � Fuu �e ► �v� _-_� r� Q��, . L a ❑ WORK SATISFACTORY, PROCEED � CORRECT ACTlON AND PROCEED ❑ CORRECT K, CALt FOR RElNSPECTION BEFORE COVERING Inspector: Owner/Contr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI rKSHOrr OATE TIME CITY �F PRIOR LAKE � ,�� lNSPEGTION NOTICE SCHEDULED �/ ADDRESS � �p�Q,� Q�� OWNER CONTR. PHONE N0. PERMIT NO. �d ' g� ❑ FOOTING ❑ PLUM8ING RI O E7UGRAD/FILLING ❑ FOUNDATION O MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL � FINAL ❑ PLUMBING FINAL O C,ASLINE AIR TST � SITE INSPECTION ❑ MECH FINAL /❑ � COMMENTS: �..��- �{- 1 Vo � WORK SATISFACTORY, PROCEED ❑ CORRECT CTION AND PROCEED ❑ CORRE RK, CALL FOR REINSPECTION BEFORE COVERING tnspector: OwnedContr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH � SAFETY! uvsxor, DATE TIME CITY OF PRIOR LAKE ��/�� INSPECTION NOTICE SCHEDULED j,l�[�,�(U_ � ADDRESS �� ^ � OWNER CONTR. PHONE NO. PERMIT NO. �(, -- C�O� O FOOTING ❑ PLUMBING RI ❑ EX/GRADIFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION D SEWER HOOKUP O FIREPLACE FINAL ❑ FINAL ❑ P�UMBING FINAL O GASUNE A1R TST O SITE INSPECTION O MECH FINAL ❑ COMMENTS: P�� + `� d �/ � T� � �G q,� 2 , l' �t1�v�. �!]K.� � G�-'�1 1 �lf � i ►-e � � � ` 5. �� W t�� tn2r- U �� C7 t'� r'�ovt i ' � •`cJ� ❑ WORK SATISFACTORY, PROCEED ❑ CORREC TiON AND PROCEED t� CORR T W K, CALL FOR REfNSPECTION BEFORE COVERING i � Inspedo : , Owner/Contr: C L 7 85 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQ REMENTS ARE FOR YO UR PERSONAL fIE.4LTH & SAFBTYI uvs,von DATE tIME CITY OF PRlOR LAKE INSPECTION NOTICE SCHEDULED _� ADDRESS n� (,�' '�� \ OWNER CONTR. PHONE NO. PERMIT NO. � V` �g ❑ FOOTING O PLt1MBtNG Rt ❑ EX/GRAD/FILLING � FOUNDATION ❑ MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP `� ❑ FIREPUICE RI ❑ INSULATION ❑ SEWER HOOKUP � FIREPtACE FtNAL INAL ❑ PLUMBING FINAL ❑ GASLIF(E AIR TST ❑ SITE INSPECTION O MECH FINAL ❑ COMMENTS: (. („ j� o� - � �� r � � 2 �� • i• � � � l''� �4-rv► � ,4 L.v � � � • P'L.,4I� � t� �Ll�OFF' � . �7�"Cy �t�P�' 'J�t.� � �� o � � S• a�R. G 1 - r ��- -� Z ' G!C �-e�. ` . I� Q. � � �J ' w '� r ----�� m c� ❑ WORK SATISFACTQRY, PROCEED ❑ CORRECT ACTION AND PROCEED �CORREC7 K ALL FOR �tE1NSPECTiON BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR TFIE NE SPEC7lON 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTX & SAFETY! uvs�von DATE TIM1E CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED � $p � ADDRESS �LZ? ��K,�'e�ln OWNER CONTR. PHONE NO. PERMIT NO. J D� �� ❑ FOOTING ❑ PLUMBING RI � EX/GRADIFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAiNT jB[ FRAMING �u l7 WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION �� ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASUNE AlR TST ❑ SITE INSPECTION ❑ MECH FINAI. � COMMENTS: � WORK SATISFACTORY, PROCEED � CORRECT ION AND PROCEED ❑ CORR T , CALL FOR REINSPECTiON BEFORE COVERING Inspector. OwneNContr: CALL 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTN dc SAFETYl ws�vort oF PRIp� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd ,� �:: 4 h , r � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE I 2 � � O � '' � : ; � AND UTILITY CONNECTION PERMIT v ; �, ��'�'NES��P I Whrte File ' 2 Pmk �� PERMIT NO. O 3 Yellow AppLcant Please e or rint and si at bottom) ADDRESS ZONING (oFlFice use) q^(� (�7 _ D�cGo r� �2G ET"� p��f k� �� ss3� a. C-3 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID2�, QQ( • Qa-3. OWNER �" (Name) 5�•�,� E� �Nt�� ScPTf" �-�SorL `��S (Phone) l��I y�l do�� 9Sa�yyT S�f (Address) ( v � iav' �'�1 ��5�� (Company Name) 8 oss��-Ar CG►?.�O/Z,Ar770ti (Phone) 9sa /g3� ~�O$ (Contact Name) Tb M 6-1 JV 7��.. (Phone) ��T g 3� —,� �O (Address) g 3b O o�^r+�1 �Vt �' � s S� TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Finish ❑ Fireplace �Addition �Alterauon ❑Utility Connection CODE: �I.R.C. �I.B.C. ❑ Misc. Type of Consttuction: I II III N�V„ A� Q Occupancy Group: A� E F H I M R S U PROJECT COST/VALiJE $ �� Division: 1 2 3 4 (excluding land) 1 hcreby certify that I have h�rmshed mformation on th�s applicanon whtch is to the best of my knowledge true and correct I also certify that I am the owner or authonzed agent for the above-menuoned property and that all consn�uchon will conform to all ex�sung state and local laws and will proceed in accordance wrth submuted plans I am aware that the building oft'icial can revoke this permrt for �ust cause Furthermore, I hereby agree that the city official or a designee may enrer upon the propetty m perform needed mspecnons_ X .�, � f� x o� / 020 Signature Contractor's License No. Date Permit Valuation O �� Park Support Fee # $ Permit Fee $ � . s0 SAC # $ � Plan Check Fee $ Z�Z , a$ Water Meter Size 5/8"; 1"; $ _ State Surcharge $ q t 0 Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ d Plumbing Permit Fee $ . Water Tower Fee # $ 0 Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ , Other $ Gas Fireplace Permit Fee $ � TOTAL DUE 3 J C $ C,Z �� This Appl' a o B e ernrit en Ap oved Paid ° r l' �L- ` eeei t 1�10. � Date 4� �� Z- `.. �O Bmldm � Ufticial Date Th�s is to certify that the request m the above application and accompanymg documents is m accordance w�th che Gty Zonmg Ordmance and may proceed a,r• requested This d��cumen when s�gned by the C lanner constitutes a temporary Certtficate of Zonmg compliance and allows construchon to mmmence Before occupancy, a Cernficatr of Occupancy must t issued � � p2pL ��(/ S�n pGr�+i'� �ZA' G►sN/ S�� Pl g Director Date � Speci onditll�ns, tPany Gl 24 hour notice for all inspections (9S2) 447-9850, fax (952) 447-4245 4646 Dakota Street Prior Lake, MN 55372 . �_._ .._� .._- --- - �'� � � 3 � PRIp� CiTY OF PRTOR LAI� BUILDING PERMIT, Date Rec'd �� r TEIMPORARY C�RTI�ICATE O�' ZQNI]�IG COMPLTANCE � � AND UTILITY CQIYNECTTON PERMIT (O ' 3 �` ! O U � �/(�f"i � W �� (,U� '��N�SO�* , „�<<. �� PERN�T NO. /a �r-�-` � 2 f5nk Cily Jease e n pd n t and si� at 6ottom) 3 Ydlow Appliunt � .ADDRFSS .� _..._ --"" ZONIi�G (otttcc uu) Y Ci� ! �D�'(1 s'fr� t l�ril�s' �lCc f .v1/t� -r„i,53 70? _ ��_. LBGAL DESCRIPTION (aElfice use oniy) r ^�' - LOT BLOCK ADDITIOI�[ pID OWNER --•--_ —..._ b/� - (Name) E K c rh � r�S-l10 __ -----.._� tPhone) �a rn.rr, ��_� _� lAdc�ress) BUILDER ----- --�'� {Co�npany Name) O 1 Sen ��YC _ ^ ____; y (Phone) � /a °- !� 7 � •• d Ov o � {ConractName) . Sef� CG.l1__, �,�_� � (phone) �G,rnP r ___ {Addxt;ss} vZ r` l �5� f- N E '�n ��a t��, 3 M r�f $ S�f 13 _.__�_.._.�.._._ �'7�E OF WOIi.K ❑ New Construction []Deck ❑Parc� Y [�Re•Roofing �Re�Siding ❑Lower Leve1 Finish [] gireplace � �AdGition �Alterallon �Util'sry Connection CQDB: (]I.R.C. (]I.B.C, �Misc. � r4 /4��V�1Q.L� Fk.�e( � �Y►qrw�_O�i �� TyQe of Conshuction: I II III N V A B pR07ECT COST/VA'LUL $�! �l �� s m Occupancy Group: A B E F �T T M R S�J (excluding, tand) Diviston: 1 2 � 4 5 i hereby certify that [ have tarnisded iofomtaEion on this appiicattoa which is co the fxat of rny knuwtedge irve and cotsect I also certiiy that I am the uwner �n authuriud agerri for the abovt-meOtioned properry and tiuu ap rnnswctjon wiA cpnform ro all exiscfng state and locai la�vs and wfll procced tn aceordanre w3th subm9aed glans, I am aware that the bu�lding �f�uiat can revakc this pecm� tor just cause Furthermore,'[ hereby agree that the ciry o�eial or a designee may enter npon the properiy Io perform necdM inspcctions. x _ �_ _ __ _ �TS O � S`�o . � -ay-lo � __� • ' �a�� .- •---+-•-- � _ ��_, Contractor's License No. + Daroe Permit Vataation ~ �U U U� Park Suppoit �ee # $ � T Permit 8ee ' $ 3 l J .r. '� SAC ��_' # S Ptan Check Pee t Z � � Water Meter Size 5/8' ;1"; $ State Surcharge '�� Pressure Reduc:er w � $ . Pen.�1ry S� � Sewer/Water Coi�necNon F�e # �� $ Plumbing Permit Fee '�� $ � Water Tower Fee ��~ # S Mecbanica! Permit Fee $^� Bui�der's Depasit -'� � $ Se�vcr & Water Petmit Fee $ V t}ther ' + a Gas �replace Per�nit Fee � _ � TOTAL DI3E �� $ � �� T A Bew es Your iiullding Pem�it �'hen Appmved paid Z R i t NO. ��- � f Date 1_,_ l � .___._�_� B - i O�cial DAt� Th�s is to certifjr ihat the request in the abore appJicatioa and accompanyiag documents is Gt accordance �sith Ehe City Zoning ordinanct 8nd may procCed nt requCSMd. This duCUment when si�ned by the City Pfanner constltutes a temporuy CeRiIIeate of Zoni»g compliance and aito�vs wnswctian to commenre. B�fore acupancy, a Certificate uf Oceu�anty must be tuued, �._ Pl Dtnactor _,_ � ace �^ Spociat Coadilions any ��_ . 2a hour noticc ior all inspections (952} d47-9854, Tax (952) �t4fi-�24f 454G Dakota Stt�et Pri�r Lake, MN 55372 � . � � ��,�R CITY OF PRIOR LAKE Date Rec'd HEATING/AIR CONDITIONINGiFIREPLACE PERMIT �_ 5 � O H �' � � ��wlo-�� j�'NES�� I. P+� Fde PERMIT NO. � "� 3 2. Green C�ty 3 Yellow Applicant lease or ' t and si at bottom ADDRE$S ' ZONING (oflice use) � � �v(�? D�� / �Ei LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER ,� � --� (Name) �� 0�6�/v��/� � 1 w (Phone) (Address) APPLIC T (� (Name) O��tBR �Cu�.{�i � (Phone) 7 S2 �U 3 ��o�a ��ess) /2 33 v (? y!-� wr�. rkV� S. ��U�i'� S,'s'378' (Address) ( ity) (Zip Code) (Contact Pez'son) �a.'t" � �/Q (Phone) l��Z ��9 —� y/ �y APPLICANT SIGNATURE � DATE S S�d APPLICANT PLEASE COMPLETE BELOW �NEW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner [�Warm Air Plants ❑ Steam Units and Fireplaces Cannot Encroach ❑Gravity ❑ Hot Water into Required Side Yard Setbacks. ❑ Mechanical ❑ Radiation Fireplaces with Bog Additions or ❑Air Conditioning ❑ Special Devices OVent. System ❑ Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Multi-Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & AIC (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 �mlr� +�t�st � � V ` � ' � Building Permit # HEATING PERMIT FEE $ STATE SURCHARGE $ .50 � TOTAL PERMIT FEE $ �ot�� u oniy This ion es Your Building Per it en Approved Paid /� O�~'71 Rec o. /_ Q 3!� / , �,J tJ tB b O Date� ! f `v - B d� fficial ate � 24 hour notice for all inspections (952) 447-9850, fax (952) 44?-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 oF PR�� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd ,� � ; ,; � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE � , J� � � � : £ _:: � � Y -�, � AND UTILITY CONNECTION PERMIT �c.� �/ 1a� oo� � ��'NES��P I Wh�te File 2 Pmk �,� PERMIT NO. !� �.� 3 Yellow Applicant Please e or rint and si at bottom ADDRESS �� /� , � � s ,._.�--. ZONING (ot�ice use> K.�ci LEGAL DESCRIPTION (ofFice use only) LOT BLOCK ADDITION PID OWNER (Name) �� _ (Phone) (Address) ( �p E y R ) ✓� � �lf�.� } �� 3� ...��d('� Com an Name � DS /�T D�',ll�iit� (Phone (Contact Name) . �il/,�1' �G%Sd'ifJ _ _ (Phone) (Address) TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Finish ❑ Fireplace ❑Addrtion �Alterauon ❑Uhlity Connecnon �� CODE: ❑I.R.C. ❑I.B.C. �Misc. �—� �/ �� "LivL.�� Type of Construction: I u III N V A B pROJECT COST/VALUE $ Occupancy Group: A B E F H I M R S U Division: 1 2 3 4 5 (exciuding land) I hereby certify t I hav himished mformanon o his a icaaon which is to the best of my knowledge true and conect I also ce�t�fy that I am the owner or authoriud agent for the abuve-menno d prop and th t all const � ich wd nform to all exutmg state and local laws and wil] proceed m accordance w�th subm�tted plans. I am aware that the building official can voke t permit �ust cau her e, I hereby agree that the c�ty ofFicial or a designee may enter upon the property to perform needed mspechons X �/ D Signature Contractor's License No Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/8"; 1"; $ `�� State Surcharge $ Pressure Reducer It $� . U PenaIty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ / v� This AQplicariott Becomes Yow Building Pernrit When Approved Paid R ei t No. ('J,�) Date �'p . /. �� Bu�ldm � Utlicial Date Thu �s to certify that the request m the above apphcauon and accompanymg documents is m accordance with the City Zonmg Ordmance and may protted as requested Th�s document when s�ned by the Gty Pianner conshtutes a temporary Certificate of Zomng compliance and allaws constructron ro commence Before occupancy, a Cerc�ficate of Occupancy must be issued Planning D'uector Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (9S2) 447-4245 4646 Dakota Street Prior Lake, MN 55372 WATER METER 1SSUED: DAT F ,,-- � _i ,., 3#�fi:' -_____.. . COMPANY:__,��`� �•�.-'x`+✓='.`?` ��_.�3�'�' PRINT NAlVIE, _!��'�.�,�-� r ��.�.,. S'.�.�� ""'��.,.. SIGNATURE• �',` � � �;��'r % � � �� ;i . . ��F'•,,- <,'' f� t 1c � t' � 4 � o� pR ' O R CITY OF PRTOR LAKE BUILDING PERMIT, Date Rec'd ^ � TEMPORARY CERTIFICATE OF ZOIVING COMPLIANCE �, �7 f� U � AND UTILITY CONNECTION PERMIT + ,y ` /� � ! / vL/ t' `i / V . Dl'� �1.1 , ""'�` F° � PERMIT NO. /�� v �j � 2 Pmk Ciry 3 Yelbw A liant � � lease or rint and si at botrom • ADDRESS ZONING (ott use) 4(0 �T.�, S M � LEGAL DESCRIPTION (o�ce use only) �' LOT BLOCK ADDITION PID OWNER (Name) (Phone) (Address) BUILDER � p ' t (Name) � , �' �D Y1. Ti 1'Q _ YrIT�[� � � (Phone) � (Contact Name) .� � �e��s�',: (Phone) , . � �Aaaress� 4 � a �� . � TYPE OF WORK �New Construction ❑D�x pPor�n Ox�-�zoor,�g ❑xe-s�aing ❑Lower T.evel Finish ❑ Fireplace �Addiaon DAtteration �Utility Connection Misc. �l 2� �ju p P R �5 5 to �1 PROJECT COST/VALUE (excluding land} S G�O hereby cerofy that I have fumished information on this application which is to the best of my Imowledge true and correct. I also cettify that I am the owner or uthorized agent for the above-mendoned property and that all construction will confoim to all exuting state and locallaws and will procoed in accordance with ubmitted glans. I am aware that the building officiai can revoke this permit for just cause. Furthercnore, I hereby agree that the city official or a desigiue may ter upo the property to perform n � ns. v'�/ �t7C�� ignature Con or's License No. au ermit Valuation !Z� �� Park Support Fee # $ 't Fee $ o� � SAC . # $ an Check Fee S Z� � 3 Water Meter Size 5!8"; 1"; $ S te Surcharge $ r � Pressure Reducer S P a1ty $ City SAC and WAC # $ bing Permit Fee $ Water Tower Fee # $ chanical Permit Fee $ Buildet's Deposit E S er & Water Permit Fee $ Other $ G Fireplace Permit Fee $ TOTAL DUE �L�D ,�.r, l /. !O � �p , „�.� Your Bititding Permit Whea Approved Paid i t No. Date , / , <� . S" �o �v Bu g cial Date ' is to certify that the request ia the above application and accompanyinB documents is in accordance with the City Zoaing Qrdinance and may proceed as requesbed. This documrnt wh signM by the Ciry Planner constitutes a temporary Certificate of Zoning coropliance and atiows construction to commence. Bef�e occupancy, a CertiRcare of Oocupancy must be issu . Planning Director Date Specisl Conditions, if any 1A howr noUce ior all inspections (452) 447-9850, fax (952) 447-0245 f b200 Eagle Creek Avenue Prior Lake, MN 55372 � g rRxp� Date Rec'd H � C�TY t3F P�2I(JR LAii� PLUMBXNG PERMIT 3. 2�- �� v ��NNBS�� 4 �E w t o. 00�8 � i: � a a i PERNIIT N�. //�, �,+ 3. Yeltow hppltcani � • v �� lease e or nt aud sf n at bottom ADDRESS ' ZONINGr (omceuse) �k �1 � �Y I� LEGAL DESC�tTPTION (otfice use onty) ' • LQT BLOCK ADDI'TIQN PID �a� �Cta�� 1�,� (�� C�. �►��— � `� Q52- +�y�—�►D�I' . (Address} � "J1. �/} � � 2' "� "I 1 `� � � 4 APPLTC T {Name) l (Phone) � ��' 1�'�J' � (AQdress) � �21 N . � � f f,l,[� /�V {� ��lVl1�.� i�li�Gl ��_ �1.1! Q (Address) (City) �-�'�',. �.j .�„tZip Code) (Contact Person) (Phone} 5�� "1�✓�' � �-} �J' U � � APPLICANT SIGNATURE DATE �° Z 3 APPL�CANT PLEASE COMPLETE BEL4W � uanH e of I�Yacture uanh . e of I�`ixfure Bath Tub with or withvut shower Rou h-ins Dis�:washer Water Heater / � �loor Drain Water Softener ' �.avato Batl�room Sink Stand Pi e ashin Machir�e Laund Tra 1 or 2 com artment sink Sewa e E'ector S�a�ver Stall Backflo�v Assembl Sinks Backflow Assetnbl Test Bar Sink Lativn S xinkler Water Closet Toilet Other FEE SCHEDULE Industrial, Commerciat & Multi-family 1% of jof� cost with a�44.50 minimnm Residential, New One & I�rro-Famity $149.50 kiesidentiat, Additions & Aiterations $49.SQ Est'vnated Cost $�'Z � v✓ � n•�Q Buiiding Permit # PLUMBING PBRMIT FEB $ �Z�J . v U . STATE SURCHARf3S $ .Sd ! TOTAL PERMIT FEE $ 'Z'�cj . �j� (OfRce Use On � This A ti Yoar BniIding Permit hen pproved Paid c :.d- � - � .. � Rece' t o. c � • d 2 +� llata �4„ ! Q By niidine U ate • • � 24 Jrour nattce for atl Inspections (952� 947-985Q, fax {952) d47-4245 _ d646 Dakota Street S.E�, Prlor Lake, Rlinnesota 55372 �� ' y o � rRjO� Date Rec'd F y CITY OF PRIOR LAKE � � SEWER AND WATER PERMIT �t�'NES�� lv i ��V '. �`" F°e pERMIT NO z. venoW c�ty 3. Gold AppLcant � lease or t and si at bottom ADDRESS ZONING (office use> � �� LEGAL DESCRIPTION (office nse only) LOT BLOCK ADDITION PID OWNER ,,,� 1 (Name) � �' • LS � v (Phone) i ` (Address) � � ddress) (City) (Zip Code) APPLICAN � , (Name) c,n CG�n �� r�. Z'r-�.c : (Phone) � �� ' 3�5 — �,�'�' Z (Address) �a�� ,��h J 'r �.,� �i'i+� �t5 J` (Address) (City) (Zip Code) (Contact Person) �i ��ti2 (Phone) � ��' 3� = f��'Z APPLICANT SIGNA DATE S' � APPLICANT PLEASE COMPLETE BELOW Size of water service inches. Location of any couplings from structure feet. Type of sewer pipe. ❑ ABC ❑ PVC ❑ Cast Iron Estimated length of sewer line feet. Clean out (if required) located at feet from structure. FEESCHEDULE Residential sewer and water line connection $51.50 Industrial, Com'1 & Multi-family 1% of job cost with a$51.50 minimum Sewer connection only $25.50 Water connection only $25.50 Estimated Cost $ Building Permit # SEWER AND WATER PERMIT FEE $ 2 'J' r � S `� STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ � (Office Use Only) This A�plication Becomes Your Building Permit When Approved Paid � r. Receipt No f S Z� �a Date By uil g Offlcial ate � � : • 24 hour notice for all inspections (952) 447-9850, fag (952) 447-0245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 � 4 rRro Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT 3 2 �� H � v f ��( J �Q�A �j�'NSSa�¢ � f 1.�� Y � ( �. OV VV '. �'"° F ��° PERMIT N0. 6, O 2. Gold (.1ty 3. Yelbw Appl(cant lease e or nt and sI a at bottom ADDRESS ZONING (omce use) 1 � �Y IJ LEGAL DESCRIPTIUN (ott'icc use only) ' ' LOT BLOCK ADDTTTON PID ��('�,�r1�.►� (�('� C�I � h� �`� q52- y�-1e05� � (Address) ",JT • � � � � ✓ �' �� 1 � � APPLIC T r�� (Name) ( (Phone) W I"�J �' ��-�' 1 JD (Address) �ZI N • C .f,�..��(P11(�, �w�Uln�l I�N '�J�()l�� (Address) {City) ♦--cs � .. �/j S — Code) (Contact Person} (Phone) ��), ' �� -�' � U � _ APPLICANT SIGNATURE DATE �— z 3 _ APPLICANT PLEASE COMPLETE BELOW � uanti e of Tixture uanti e of Tixture Bath Tub with or without shower Rou h-ins Dishwasher Water Heater - . / � Flaor Drain Water Softener � Lavato Batluoom Sink Stand Pi e aslun Machine Laund Tra 1 or 2 com artment sink Se�va e E'ector Shower Stall Backflow Assembt S� Backflow Assembl Test Bar Sink Lativn S rinkler Water Closet Toilet Other FEESCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a 549.50 minimam Resident�al, New One & Two-Family $149.50 Residentisl, Additions & Alterations �49.50 Estimated Cost $ ZZ �`"J a �• s/� Building Permit # PLUMBING PERMIT FEE $ 2Z�J • U U STATE SURCHARGE $ .Sd TOTAL PERMIT FEE $ 'LZ5 • dJ(� (Offtce Use On ` Thfs A e ti cq1114s Your Biiilding Permlt fien pproved Paid Z�� Rece' t o.� � • �� 2 d nat�� z.4 j p B uuamg a ate � � � 241iour nottce for All tnspecHons (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E�, Prior Lake, b4innesota SS372 '�� Metropolitan Council ii EnUironmental Services February 2, 2010 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, N1N 55372 �ear h� . :Iutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Ekim Orthodontics addition/remodel to be located at 4667 Dakota Street SE within the City of Prior Lake. This project should be charged no additional SAC Units, as determined below. SAC Units Charges: Clinic 18 f.t�: Q 1:7_�f.u./SAC,LTnit 1.06 ..- ,_,._ _ Credits: Dental Office (Lc�ok-Back Use) ,. 1 00 Net Charge: 0.06 or 0 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651- 602-1118 or email karon.cappaert@metc.state.mn.us. Since ely, � aron Cappaert SAC Technician Environmental Services Division KC:kb:100202A5 � � Determination expiratian: February 2, 2012 cc: J. Nye, MCES Shaue Butler (email) www. metrocouncil. org 390 Robert Street North • St. Paul, MN 55101-1805 •(651) 602-1005 • Fax (651) 602-1477 • 1"TY (651) 291-0904 An Equa1 OppoKUn�ty Employer O � PRIp� � ti 9� U tr� White - Building ,� � Canary - Engineering NNESO Pink - Planning �UILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT L� C' � �� CO C�'-�• APPLICATION RECEIVED 1. Z�• � O The Building, Engineering, and Planning Departments have reviewed the building permit appfication for construction activity which is proposed at: (o D� kd i f'� 5 T�-�� (� Accepted Accepted With Corrections ✓ Denied . Reviewed By: Date: Z Z z- / o Comments: �- �'lA��N v�>n� L�2oS r�% ��t-s-�c. �-� v�L�v 5 n��2�'r � �w � i�. ��s� Z �o c � o � �7'� 6�...rG� /��✓ ��v� y C, �..4.u6c� /�?�� P�/� ��L.?� C tt- � D r�r�-,..� 57"fz �,�c.� C�-°s �/z.�� 'cS'2s�-i �� s !�'.�- PoL� � �c;Pr I�SL - � �-o - 3 5 s s' - --- "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, ar an approval of, any vio{ation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." T 443 Lafayette Road N. � �IH�„��TA �E�� (651) 284-5005 St. Paul, Minnesota 55155 �� ( 80 j DIAL-DLI www.dli.mn.gov j` TTY: 651 297-4198 Division of Construction Codes and Licensing REPORT ON PLAN5 Plans and specifications on plumbing: Ekim Orthodontics, 4667 Dakota St, Prior Lake, Scott County, Minnesota, Plan No. PLB 1003-00032 OWNERSHIP: Dr. Scott Carlson, 4667 Dakota St, Prior Lake, MN, 55372-1714 SUBMITTER(S): McCarthy Plumbing, 321 N Cedar, Owatonna, MN, 55060 Plans Dated: Revised plans with no revision date, original plans dated March 19, 2010 Date Received: May 7, 2010, March 24, 2010 Date Reviewed: May 12, 2010 SCOP�: This review is limited to the design of this particular project only insofar as the provisions of the . Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the da.ta on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans, specifications, and this Report on Plans must be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region. For your regional inspector's contact information, visit our website at http://www.dli.mn.gov/CCLD/CCLDContactus.asp REQITIItEMENT(S): 1. Water supply connections to fu�tures or equipment which have submerged inlets, or inlets below the spill line of the fixture or equipment, must be provided with an air gap arrangement, approved backflow preventer or backflow preventer assembly as specified in Minnesota Rules, part 4715.2000 and part 4715.2010. The following comments pertain to the installation of the proposed backflow prevention: a. Insta.11ation of the proposed atmospheric vacuum breaker proposed as the backflow preventer for the model trimmer must comply with the requirements of Minnesota Rules, part 4715.2100. b. The proposed backflow for the deck-mounted�id-held hose spray, Bradley, Model No. S 19-460, is not approved for this use. The proposed Watts, Series N9, Standard CSA B64.8, is a dual check valve with an atmospheric vent. This backflow device is only permitted for low ha�ard connections. Since the This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer Ekim Orthodontics Plumbing Plan No. PLB 1003-00032 PAGE 2 5/12/2010 hose spray may be dropped into the adjacent sink, this is considered a high hazard condition. Verify that a code compliant plumbing installation will be installed. 2. The proposed solids interceptor (plaster trap, E09), Manufacturer: Indigreen Innovations, Model: Gleco Trap, is not an approved trap. No form of trap which depends for its seal upon the action of movable parts or concealed interior partitions shall be used (see Minnesota Rules, part 4715.0960). Please verify that only a code compliant solids interceptor will be installed. Please note that many solids interceptors are of a drum trap design. Drum traps may only be used if permitted by the administrative authority (see Minnesota Rules, part 4715.0960}, so the use of �his type of solids interceptor must be approved by the city of Owatonna. 3. In all buildings other than dwellings, shutoff valves shall be installed which permit the water supply to all equipment in each separate room or to each individual fixture to be shut off without interference with the water supply to any other room or portion of the building (see Minnesota Rules, part 4715.1800, subpart �. 4. The capped fixtures shall be gastight and watertight for the pressure required by test (see Minnesota Rules, part 4715.0700). 5. A full-size vent stack (3-inch minimum) must be provided for every sanitary building sewer (see Minnesota. Rules, part 4715.2520, subpart 1). This sta.ck must be continuous in size from its base to its temunal and should be the most remote stack from the location where the building drain leaves the building. Verify that a full-size vent stack exists in the building. 6. The coxnbination fire protection/domestic water service shall comply with the backflow protection requirements of AWWA-M14, Chapter 6(1990) with the exception that the following statement is deleted from section 6.3: "At any time where the fire sprinkler piping is not an acceptable potable water system material, there shall be a backflow-prevention assembly isolating the fire sprinkler system from the potable water system." Fire sprinkler systems in which corrosion inhibitars or other chemicals may be introduced eitYte� airectly or by pumper connections require a reduced pressure zone (RPZ) backflow preventer on the public water supply. Local jurisdictions may require additional backflow protection. Please contact the local water purveyor for information concerning their requirements. 7. Verify that the existing water supply and waste systems are sized to accommodate the added fixtures (see Minnesota Rules, part 4715.3800 and part 4715.2310). 8. Changes in direction in drainage piping must be made by appropriate use of wyes and bends. Sanitary tees are not allowed where the direction of flow changes from either vertical to horizontal or horizontal to horizontal (see Minnesota Rules, part 4715.2410). 9. � The submitted plans show fuctures that ma.y ha�e 1'�`:-inch underground waste piping. The minimum size for underground waste pipe shall be 2 inches in diameter (see Minnesota Rules, part 4715.2350). 10. Each horizontal drain branch, including floor drain branches, shaIl be provided with a clea.nout at its upper Ekim Orthodontics Plumbing Plan No. PLB10Q3-00032 PAGE 3 5/12/2010 terminal with the following exceptions (see Minnesota Rules, part 4715.1000): a. A fixture lrap or a fi7cture with an integral trap, readily removable without disturbing concealed piping, may be accepted as a cleanout equivalent for this purpose. b. A floor drain cleanout may be omitted if the floor drain or fixture branch line is less than 5 feet in length. c. Floor drains used for shower drains, recessed slop, or similar receptors may have the full-sized cleanout installed on the individual vent pipe serving the fixture or on the fixture. 11. Cleanouts sha.11 be of the same nominal size as the pipes they sezve up to 4 inches in size (see Minnesota Rules, part 4715.1010). A cleanout must be installed where there is an increase in pipe size from 2 inches to 3 inches and from 3 inches to 4 inches. - 12. It is recommended that a cleanout be provided where new waste and vent piping connects with existing plumbing to facilitate required testing of the new installation. 13. The installation of cross-link polyethylene (PE� tubing was specified for the water distribution system. If all of the following requirements cannot be met, a different material that complies with Minnesota Rules, part 4715.0520 must be used: a. The tubing system must comply with ASTM Standard F877 and F876. b. When installed as a system in accordance with ASTM 5tandard F877, the system tubing and fittings must be of the same manufacturer. c. When other fittings are used with ASTM Standard F877 and F876 tubing, the fittings must comply and be marked with ASTM Standard F1807, F1960, F2080, F2098-01, or F2159. In addition, the tubing must be mazked to indicate the fitting standazd and the corresponding tubing standard (e.g. ASTM F877lF876/F1960, F877lF876/F1807, etc.). d. The system must be installed by a factory trained installer of the particular PEX system to be installed. Certain manufacturers require installation by licensed plumbers who have been trained to install their material. e. All persons installing PEX materials shall have a card on their possession documenting completion of training by the manufacturer or his agent for the material to be installed. f. The tubing and fittings rnust be marked as required by the applicable standard specification and with the approgriate ASTM designations by the manufacturer. g. The insta.11ation must be in accordance with the manufacturer's installation instructions. 14. The galvanized steel or cast iron, proposed as an optional material far the above ground waste, vent, and storm in Section 15060, Pipe and Fittings part 2.01, F, of the submitted plans are not approved materials for this use. Materials used for the dra.in, waste, and vent must comply with Minnesota Rules, part 4715.0570 through 4715.0600. Materials used for the storm sewer located inside of the building must comply with Minnesota Rules, part 4715.0560. 15. Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in totallength. Above- grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved • expansion joint is used. 16. Above-grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): Ekim Orthodontics - Plumbing Plan No. PLB 1003-00032 PAGE 4 5/12/2010 a. Plastic pipe: at Ieast every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing (1'/a-inch or less): at least every 6 feet. d. Copper tubing (1�/2-inch or over): at least every 10 feet. 17. Disinfection of the pota.ble water system must include the following (see Minnesota Rules, part 4715.2250}: a. The pipe system must be flushed with clean, potable water until no dirty water appears at the points of outlet; b. The system must then be filled with a water chlorine solution containing at least 50 parts per million of chlorine and allowed to stand for 24 hours; or a solution containing at least 200 parts per million of ��lorine and allowed to stand for three haurs; and c. Following the allowed standing time the system must be flushed with clean potable water until no chlorine remains. 18. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the remode� of an existing building. The plumbing installation includes an ultrasonic cleaner, a model trimmer, a solids interceptor, an emergency eyewash, exam room sinks, single-compartment counter sinks, hand sinics, tank style water closets, urinal, lavatories, and floor drains. 2. This facility will be served by existing municipal sewer and water service connections. 3. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. 4. The Minnesota Plumbing Code is available on our website at: vwvw.dli.mn.gov/CCLD/Plumbing.asp , Authorization for construction in accordance with the approved plans may be withdrawn if constcuction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: , .,�%' ' i ��G�`/ . Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5887 cc: McCarthy Pluznbing Dr. Scott Carlson Robert Hutchins File 443 Lafayette Road N. j�/jj�j]�,j��()"�'A DEPI�RTNI�NT` C�F (65'I) 284-5005 St. Paul, Minnesota 55155 � �� ( 80 � DIAL-DLI www.dli.mn.gov �, TTY: 651 297-4198 4/23/2010 McCarthy Plumbing 321 N Cedar Owatonna, MN, 55060 Gentlemen/I,a.dies: Subject: REQUEST FOR ADDITIONAL INFORMATION regarding plumbing at Ekim Orthodontics, Prior Lake, Scott County, Minnesota, Plan No. PLB 1003-00032 We are NOT able to grant approval at this time of the plans and specifications submitted for the above-designated project. The following comment(s) outline the changes ancUor additional information that must be submitted so that we can further evaluate the plans and specifications for compliance with the standards of this depaztment: 1. The single-compartment bar-type sink (P4), the single-comparhnent deep sink with spray (PS), and the single-compartment sink with spray (P6) aze shown with 1'14-inch traps on the submitted Plumbing Schedule, Sheet No. A-602. The only sinks allowed to be installed with a 1'/4-inch trap are hand sinks (lavatories), (see Minnesota Rules, part 4715.2300, subpart 3). Please revise the plans to show the required changes. 2. Please clarify the fixture(s) served by the 1'/�-inch horizontal waste branch upstream of the single- comparhnent sink (P4) located in the exam area shown on the submitted waste and vent riser diagram, Sheet No. P-1. 3. The fixtures shown on the submitted water and waste and vent riser diagrams do not correspond with the fixtures shown on the floor plan. For example, only one P-4 sink is shown on the riser diagrams, however, three P-4 sinks are shown on the floor plan. The proposed emergency eye wash station, the plaster trap and the model trimmer aze not shown. Please review the fixtures to be insta.11ed and submit revised plans showing a conesponding plumbing system. 4. Please provide the manufacturer and model number of the following items, including the manufacture's specification sheets, and submit revised plans which clearly show the connections of these items to the drain, waste, and vent system and the potable water supply. a. Ultrasonic (E0� b. Plaster trap (E09) c. Model trimmer (E10) d. Any other fixtures not shown such as the dental vacuum system if a connection to the potable water supply will be made. 5. Water supply connections to fixtures or equipment which have subnnerged inlets, or inlets below the spill line of the fixture or equipment, must be provided with an air gap arrangement, approved backflow preventer or backflow preventer assembly as specified in Minnesota Rules, part 4715.2000 and part 4715.2010. Include all proposed backflow protection on the revised plans for the following fixtures and equipment:. This information can be provided to you in altemative formats (Braille, large print or audio). M Equal Opportunity Employer McCarthy Plumbing Plumbing Plan No. PLB1003-00032 PAGE 2 4/23/2010 Note that a standard hose bibb vacuum breaker is only effective as long as there are no shut-off valves located downstxeam of this backflow preventer. If a shut-off valve is located downstream of a bacl�low preventer, then the bacl�low preventer must be ra.ted for continuous pressure (see Minnesota Rules, part 4715.2100). a. The cold water washdown faucet (P8) shown on the water meter detail, Sheet No. P-2. b. The sprayers for the single-compartment sinks PS and P6 c. Ultrasonic (E06) d. Plaster trap (E09) e. Model tri.mmer (E10) f. Any other fixtures not shown such as the dental vacuum system if a connection to the potable water supply will be made. g. We were unable to determine the proposed backflow protection specified on the submitted Plumbing Schedule, Sheet No. A-602, for the emergency eyewash station: Bradley, Model No. 269-74Q. Please provide a manufacturer's specification shest for this device 6. Please specify the manufact�uer and model of the proposed thermostatic tempering valve proposed for the emergency eyewash station, Bradley, Model No. S 19-460. 7. Hot water is not shown serving any fixtures on the submitted water riser diagram. Hot water must be supplied to aI1 fixtures and equipment used for bathing, washing, culinary purpose, cleansing, laundry, or building maintenance, where necessary for proper functioning (see Minnesota Rules, part 4715.0200, Q; part 4715.1700; and part 4715.2180). Please submit revised plans showing the necessary changes. S. No pipe ma.terials are specified on the submitted plans. Please provide information on the pipe material to be used for the plumbing system. Include the type and quality standard (e.g. ASTM, ANSI, etc.) for the pipe materials. Please submit the requested information promptly so we may complete our plan review. No construction related to the above-referenced plans shall begin until approval is provided by our office. When submitting additional information, please refer to Plan No. PLB 1003-00032. If you have any questions, please contact me at 651/284-5887. Sincerely, .� ,��-� �. ��-- Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit cc: Dr. Scott Carlson �/Robert Hutchins, Building Official File CONTRACTING • REMODELING r 5 � � REPAIRING • ESTIMATING 1 , 321 North CedarAvenue �u' Phone 507-451-1430 Owatonna, MN 55060 ^ � FAX 507-451-1126 `'..,..,�., •+" McCARTHY PLUMBING & HEATING E-mail Address: mccarthy@charterinternet.com To: City of Prior Lake Building Inspections Attn: Bob Hutchins Re: Ekim Orthodontics Estimated water supply GPM Based on Minnesota plumbing code section 4715.3700 subpart 1-4 Item Number Fixture units � New: \ Bath group 1@ 8 8 �. Lavs 3 @ 2 6 Kitchen Sinks 5@ 2 10 Wash Machine 1@ 3 3 Existing: Bar sinks 12 @ 2 24 Kitchen Sink 1@ 2 2 Bath group 1@ 6 6 T�ta!: 59 Estimated GPM based on chart, subpart #4 (tank water closets � predominate ) 40 GPM Thank you any question please call, Stan Barnes 5O�j451-1430 �� „�,....�.m ""°�'� 4715.3700 DETERMINATION OF PEAK DEMAND. Subpart 1. Estimating water supply demand. In determining the size of water supply distribution piping, the maximum momentary volume rate of flow of water shall first be determined. This is the supply demand which is based on the numbers and kinds of fixtures -•�. instalSed, on tl�e zates of flow required by the different kinds of fixtures, and on the probable simultaneous operation of Ihe various fixIwes. The total daily requirements do not enter into this determination. In computing supply demand, use shall be made of sUbpart 2. Subp. 2. Supply 6xture unit values for various plumbing fixtures. Type Supply fixture unit values Fixture of group' of supply control Hot Cold Tota1 Bathroom group Flush valve 3 6 8 Bathroom group Flush tank 3 4.5 6 Bathtub Faucet 1.5 1.5 2 Combination fixtute Faucet 2 2 3 Kitchen sink Faucet 1.5 1.5 2 Laundry tray Faucet 2 2 3 Lavatory Faucet 1.5 1.5 2 Pedestal urinal Flush valve 10 10 Restaurant sink Faucet 3 3 4 Service sink Faucet 1.5 1.5 2 Shower head Mixing valve 3 3 4 Stall or wall urinal Flush vaive 5 5 Stall or wall urinal Flush tank 3 3 Water closet Flush valve 10 10 Water closet Flush tank 5 5 1 For fixtures not listed, factors may be assumed by comparing the fixture to a listed one using water in similar quantities and at similar rates. � 2 For fixtures with both hot and cold water supplies, the weights for maximum separate demands may be taken as three-fourths of the total supply fixture unit value. 74 Subp. 3. Calculation of demand. When the water supply fixture units are used to estimate the supply demand, the supply fixture unit values as given in subpart 2 shall be used in conjunction with subpart 4. Subp. 4. Supply demand for various loads in supply fixture units. Load Supply demand Flush valve water Tank water closets closets predominate predominate (subpart S, curve 1) (subpart 5, curve 2) Supply fixture units: gpm gpm 5 22 4 10 27 8 20 35 14 30 42 20 40 46 24 50 51 28 60 54 32 gg 64 40 124 74 48 160 81 56 226 98 72 ��, 300 108 85 � 400 127 106 �a,' V 470 t 35 118 � 500 143 124 600 157 143 660 162 152 700 170 161 800 183 178 850 � 189 185 900 197 195 1,000 208 208 1,060 216 216 1,280 243 243 1,5 I 0 270 270 1,990 324 324 , 2,480 378 378 2,990 432 432 75 Test and Balance Re ort p Ekim Orthodontics Prior Lake, l��N ,�� ,� � � . ��"� ,�,�,� ��. � � �� Ekim Orthodontics Balance Re ort ROOM RTU TERMINAL REQUIRED PRELIMINARY FINAL NUMBER NUMBER NUMBER CFM CFM CFM South Exam 1 S1 200 180 190 S2 200 200 200 S3 200 170 190 S4 200 210 205 Lab1 1 S5 100 130 100 Lab 2 1 S6 140 140 140 109 1 S7 140 160 140 116 1 S8 140 160 140 106 1 S9 140 120 135 102 1 S10 140 120 130 104 1 S11 140 110 125 116 1 S12 140 130 140 Restroom 1 S13 100 120 100 East Ent 1 S14 100 100 100 Basement Furn 1 S1 120 140 120 S2 120 130 120 i 4 O � PR�'Q� � � v 464b Dakota Street SE Prior I,ake, MN 55372 '�Nrvsao'��` December 27, 2010 Toin Gintex Bossardt Corpoxation 830U Nor�nan Center Dxive Suite 770 � l�iinneapolis, MN 55437-10G1 Re: Carlson 1 Ekim Builditig, Prior Lake Dear Mr. Giuter, Thank yoa for meeting with the City on Decernber 22, 2010 fo discuss the Carlson / Ekim project. The ineering was held to discuss the sheet restoration costs af the project. The discussion focused on the additional costs to restore the street from curb to curb and the soil corrections necessary for the street repairs due to deep t�tility service connections under Erie Avenue. During consriuction, Bossardt made a field change on tl�e location of the water service. This field change disnipted much inore of the Erie Avenue than was originally contemplated, I have conducted research into the original Erie Avenue street constructian. Sanitary sewer was installed on Erie Avenue in the 1950's. Tl�e original paving looked to have been completed in the mid 1960's. T11e most recent improvement to Erie Avenue occzirred in 1986. This project expanded Erie ; Avenue to include }�arking as it is taday. The 1486 project was assessed to the benefitting propei�ties � including the Carlson / Bkiin property. The aonstruction dacumeirts show that the i�nprovements � ii�ctuded adding ciass 5 over the existing subgrade, but did not show additional subgrade cor��ecrion. T�ie 1956 project did not include utili#y repairs which would have disturbed those subgrade soils. Subgrade con�.pactian inust achieve a 95% compaction percent�ge below City streets. Many times when a contractor is digging for deep �tilities, the soil gets mixed. This can create a soil mixritre that may not perform well benea#h the street, While fhe City did not give direction to the Contractor to remove and replace the sail under the distu�•bed areas on Erie Avemie, tl�e Contractor was reqnired to cotnpact the subgrade to the proper compaction percentage. If the Contractor was unable to compact the subgrade ; material accordingly, the best choice is the remave and replace those soils. The City agrees with ; Bossardt's decisioii to remove and replace those soils to achieve the proper compaction. ; Soii conditions can be unpredictable, especially in Prior Lake. One of the di�cult aspects of consh•uction is the u��certainty of what types of soil materials are encountered. Ti�e City deals with this ever year wlien sfreets are reconsti�icted and it is an unforh�nate and expensive aspect on private pxojects � as well. The City can i�ot make guarantees on soil conditions below its streets. The City does allow ; Phone 952.447.9800 / Fax 952.447.4245 / �vtitihv.cttyofpriorlake.com ' private companies to canduct soil borings i�ndez• City streets for pr�vate projects. Bossardt could have perforined soil exploratian prior ta the decision to i�iove the water service location. Replacement of the street from curb to curb has been a Ci�y of �'rior Lake requiremetit for about 3 years. Other projects around town l�ave also had to replace the street from curb fo cutb for their projects. Once Bossardt decided on the water servica location change, tlie Ciry warked with Bossardt on the limits of sheet replacement and agreed to reduce the limits of the curb ta curb replacement. In many cases on these types of prajects, the City works with developers on the most practical lirnits of street restoration. The City empathizes with your clients oii these additionat casts, however the City does not believe tha# it shot�ld financially pa��ticipate in thc costs on this private project. The City communicated the curb to cttrb street replacement very eariy in the bui[ding peiYnit process. This was �uicontested before const�ucfion commenced and was shown� on #he p12u�s. The street repair liniits were necessary based on the decisions made by Bossardt to move the water seivice locarion. Sail mixii�g was highly probable considering the deep utijity connection and was likely the reason for the soit correcfiion. While the City did not give direction oi� the soi! replacement, it was necessary due soleiy to fhe private utility connections tnada ducing this pi�oJect. The City liopes your clients enjay xnany years in #heir rejuvenated building despite same of the challenges that were encountered during construction. SincereIy, r, ,.� /`��-...�. � L rry Poppler Assistant City Enginaer Czry of Prior Laice CC: Steve Kilmer, Bossardt Corporation Fiank Boy2es, City Manager Bob Hutchins, Building Official Steve Albrecht, Pi�blic Works Directar � l � ; � � Fire Sprinkler Plan Review Date: May 7, 2010 Owner: Ekim Orthodontics Location: 46b7 Dakota St. SE. Prior Lake MN. 55372 Contractor: Olson Fire Protection 321 Wilson Street NE Minneapolis MN 55413 1. Separate permits are required for the alarm system. 2. The 2002 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PN. 5. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions of the wet system. 7. Field verify all head locations and obstructions. 8. Secure a11 valves against tampering. A11 valves in public areas sha11 be locked 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and a�iliary drains f. � Location of inspector's test g. Alazm panel location 10. For inspections ca11(952) 447-9850 give the project building permit number (10-0088) 11. Seal all penetrations in rated walls in an approved manor. 12. Provide signage for all valves, drains and inspector's test. 13. Water flow and pressure sha11 match hydrostatic design C1 .,� 'R`Rl"(j� � � 4646 Dakota Street Southeast �U r�r Prior Lake, MN 55372 '�'�rr��s�� February 8, 2010 Mr. C L Robertson Sjoquist Architects, Inc 2800 University Ave. SE, Suite 100 Minneapolis, Minnesota 55414 RE: Plan review for Ekim Orthodontics Addition Dear Mr. Robertson, Following are the results of the building permit review for Ekim Orthodontics Addition. The review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). `i. Complete a Building Code analysis. IBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property and unprotected opening allowance. E d. Allowable Floor Area. e. Height and Number of stories. f. Separated or non separated uses. g. Exiting. �? Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. See attached. �. Provide fire department lock box at the front door. An application for purchase of the box will be received with the approved building permit. �. Sht C-100: Provide Post Indicator Valve (P.I.V.) on 6" water line into building. �5. Install Fire Department Connection (FDC) on northeast of existing building or southeast corner of proposed addition for accessibility of fire fighting apparatus. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 �6. Sht. AS 101: Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by FDC. IFC 1001.7.1. � Sht. AS 101: No shrubs or trees are permitted in front of the FDC. ( �''�Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas of the 0� � building. IFC 1002. � 9. Provide plan indicting building schedule and area of staging and or storing of material adjacent to site. 10. Submit signed HVAC, plumbing, fire/smoke alarm, emergency lighting/�t signs and sprinkler plans. The mechanical plans may be submitted at a later date. �1. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry. S ' signed HVAC, plumbing, fire/smoke alarm, emergency lighting/� signs and sprinkler . The m�chanical plans may be submitted at a later date. v1�3. Provide fire suppression coverage in concealed spaces. NFPA 13 5-13.1. ^1'4. Sht C-100: Provide elevations of accessible site approach walkway and stairway on east side of building. � This review is based on building and civil plans dated January 18, 2010 and February 5, 2010 respectively. The City departments of Community Development/Natural Resources and Engineering Departments must approve the building and civil plans before a building permit can be issued for the project. Their plan review comments are forthcoming. Questions, please ca11 me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc. Mr. Tom Ginter Bossardt Corporation Enc. p.� •�� IS SG 0�:5�a C�'�"Y !!QF P12IUR LA�.E 4�46 I)�t}TA S�'REET S.E. �"�C}R LA�E� IYiN 55372 SPECIA�.. S�'R.�C3C"�'�TI�tAL T�+ STIN� �►1�Tb X�t�P�C':�YIUI'�` fiCHE�?LI��C � �►. � . P;►��, � _ ._._..�-�-- i yrojec[ Name � Lcacatiot; ,� r�''� ' h �11� V�C - , � � <,�. �. ��r��.#t � s��c�►�. sx�.�c�rc�a�� rrrrc� �� n�sp�cTrar� � pecificatian Dcscription 1�rs oftnspeciar {3} Repart Frequency Assigned Firm A S�ctic�n Article ;, � d'l r t ' ,} �, � _ � � �° .. t� � " 3 Y ., t , ' .�. � �, t � r � i 4' � ' ' ti �t £ t � � ' � - i �.'' ..,. � , t_ r r t Notas: This schcduto tn be �� u� �° i��i�ded in the psoject spcciftcaticar.. Informat on unavailable at tl�at tix�le, to be ' fi}led ouc wiaen apptying fnr s� �uilding pernsit. i (1) Use dssuriptions per IF1C So�Eiou I741, as adogted by Minnesota Si�ts �uilciing Code. ' (2) Specla! tsispector -'I'echnical, Special Insp�tor - Strucural. � (3} Firmeontraated Eo paform serviACKNEJWLEDCx2v�NTS 2:actt appragxiate tc cs tativc shall sign below: Z jzz�tV � bwner. I�irtn: S7ate: M Cau�actar: Firm: u v Latc: �!e�` t0 I mate: ( Archit <; � Firm: Datcs: � � ! SER: .... �ircn: =x , � FinM: f= i �tc� .. ss c� i SI-5: r te: � ;,��,,,�o I TA: Fimi: '"` _ �' �TLTYI: T� ' �$t�: C1s/A � �'31"tTl: Z3iit8: i TA. Date: i SI-T' Firm: � �: Firm: Date; . �: Fit�rn: Datc: *Th� inctsviduaF names oF ail praspact'sve specia� inspcctoxa and the work they intend to abssrve shall b� � identiiied. (Use reverse side r�fform ifnccessary.} L��;and: SER °� St�uctural �ngincer nf Ra�vxd � SI-T ° Special Inspector - Teehnicul SI S� Spsoial 'Ltispackor - Structural 3 '�A � Tcsting Agcncy � l � � Fabncator { Date,,,,_ � � � � 4 Acc�ptecf for the Building D�pattm�nt by ! ; € I �FCft�l��; Tlhr�� F�B. �5. 9;#1A"�9 S ,Joquist Architects� lnc. ��, �� February 9, 2010 Robert D Hutchins Building Official City of Prior Lake 4646 Dakota Street Southeast Prior Lake, MN 55372 Re: Ekim Orthodontic Clinic Mr Hutchins Thank for your review of the plans for this project. Please reference your letter to me dated February 8, 2010, I have numbered my comments below to correspond with your comments in that letter. 1. Building Code Analysis is attached. 2. Special Inspections requirements will be furnished by Bossardt Construction. 3. Fire Department Lock Box will be provided at the entry to the Orthodontic Clinic on Erie Avenue SE. 4. PIV will be provided as discussed and as indicated on revised sheet C-100. 5. FDC will be installed at SE corner of addition. 6. A"NO PARKING - FIRE LANE" sign will be installed on the Erie Avenue side of the planted peninsula to the SE of the site 7. There will be no shrubs or trees in front of the FDC. 8. As a Group B building equipped throughout with an approved automatic sprinkler system, this is not required per MSFC 906.1.1. Ezception. 9. Building schedule and staging information will be provided by Bossardt Construction. 2800 U,�er..e, SE, S�,oe 100 M.,,..eapo,.., M,.,.,eao�a 55414 Telephone 612-379-9233 Fax 612-379-9263 10. Additional plans will be submitted by Bossardt Construction as these Contractors are awarded contracts and such plans are prepared. Emergency Lighting is indicated on the Architectural Sheet A-161. Per MSFC 1011.1 Exception 1, exit signs are not required. 11. Plumbing Plans will be submitted to the State. 12. This was a duplication of Item 10. 13. Fire suppression coverage in concealed spaces will be provided per NFPA 13 5-�3.1. 14. Please see attached sheet A-101 for requested elevation information. This will also be reflected on the revised sheet C-100. Sincerely, S C L Robertson, AIA President, CEO Sjoquist Architects, Inc 2800 U.,1�er.�t SE, 5.,��e 100 M,,,,,eepo,,., M,,.,.e,o�. 55414 T lephone 612-379-9233 F.: 612-379-9263 I� , i � �/ i + � � a i t � � � DD �_ �3 � �.�� q� � /a ! I �'-� �ia�. , � ,, l. '�-�Z� �z- � �' , I � �� , �a I -�3S' �.z-�� = �.6�� <s90 � �� . � � � • � � I �� , � � i � � . _ _ , � _ D _� , '�� a ` '�° � �.� � ' � * '� � � �b � � � - - - - �� - C ��, y.�. � � Y � � �� y 7 - �� _J z "� :, � � � �.� �..�. l � � . ,� NORTN �� .00fiz fi'1__�41�1 � �l�lti�� -�� , _ ��- m „ S�gg' U # 0� � • Z• IZ �iGIM ORT4�01�ONTICS �_�� Minneapolis, Minnesota 55414 � 612.379.9233 Fax 612.379.9263 �� .,QK� MIMJE50tA ncaar� awo BUILDING ANALYSIS INTERNATIONAL BUILDING CODE 2006 Ekim Orthodontics 7285 (Project Name) (ProJact Numbeh 16190 Erie Avenue SE (Address) Prior Lake, MN Dakota �cny � sc��e� ��°°"h'► Addition to and Remodel of Orthodontic Clinic (Descriptlon of Project) Section302 CLASSIFICATION DESCRIPTION OF OCCUPANCY Group B Dental Office �Building 1) (Building 2) (Building 3) Chapter4 SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY N/A (Descripdon of Special Conditlon�s�) T�,'e�.2 INCIDENTAL USE AREAS S torage (Basemen Auto Fire-Ext Sys (IncideMal Use) (Required Separatlon) (IncldeMal Use) (Required Separation) Table608.3.5 REQUIRED SEPARATION OF OCCUPANCIES None (Occupancles) (Requlred Separation) (Occupancles� (Requfred Separatlon) �� TYPE OF CONSTRUCTION V B Sprinklered Table601 FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS Table 802 ELEMENT REQUIRED PROPOSED Structural Frame 0 0 Bearing Walls - Exterior 1* 1 Bearing Walls - Interior 0 0 Nonbearing Walls - Exterior 1* 1 Nonbearing Walls - Interior 0 0 Floor 0 0 Roof 0 0 �rlE $T' { ��rf *Comments: South � East Ext Walis are 6.8' & 7.9' from Prop Line, respectively J Areas of Openings are 24.2% and 13.7%, respectively Table603 gASIC ALLOWABLE FLOOR AREA Group B , v B s,000 sF (Building 1) SF (Bullding 2) SF (Building 3) �""°"� FRONTAGE 1NCREASE 23.5% Allowable building perimeter 161.5 11,115 SF (BuIlding 1) . Total building perimeter 333 SF t�Ma z1 Minimum width of open space 30 SF (BuIlding 8) �`"°"� AUTOMATIC SPRINKLER INCREASE 300% 38,115 SF (Bullding 1) ALLOWABLE AREA(S) PER FLOOR SF �� SF (Bullding 3) ��'°"��° NUMBER OF STORIES 1 38,115 SF (BulWing 1) ALLOWABLE TOTAL AREA(S) SF (Bullding 2) SF (Bullding S) ��'°"`�.'., % OF ALLOWABLE AREA 4,o2s sF � 3s ,115 SF = �o.s % (Proposed Bullding 1) (Allowable Bullding 1) S F � SF = % (Proposed Bulldtng 2) (Allowable Bullding 2) SF / SF = % (Proposed Bullding 3) (Allowable BuIlding S) TOTALS: 4,025 SF 1.0 > 10.6 % Tab1e60S gASIC ALLOWABLE BUILDING HEIGHT 4o FT 2 (Feet) (stories) Sectlon504.2 AUTOMATIC SPRINKLER INCREASE YEs �`"°"� TOTAL BUILDING HEIGHT 23.s FT � so FT (Proposed Feet) (Allowable Feet) PROPOSED / ALLOWABLE 1 / 3 (Proposed Storles) (Allowable 8toAes) Table1004.1.7 pCCUPANT LOAD MAIN LEVEL OCCUPANT LOAD OCCUPANT ZONE OCCUPANCY/USE NET AREA FACTOR LOAD 1 OFFICE 1,998 / 100 = 20 (SF) (SF I Occupard) � = (SF) (SFIOCCUpaM) � = (SF) (SFIOccupaM) � = (SF) (SF / Occuparttj � = �SF) (SF I Occuparrt) � ^ (SF) (SFIOccupanq � = (SF) (SFIOccupant) � = (SF) (Sf I Occupanry � = (SF) (SP/Occupanq � = (SF) (SFlOccupant) � = (SF) (SF I OccupaM) � = (SF) (SFfOccupant) TOTAL OCCUPANT LOAD MQIN LEVEL 20 (N more than one story, use opUonal worksheet(s)) Table1005.1 w�DTH OF EXITS AUTOMATIC SPRINKLER YES Total Occupants Main Level x 0.15 3.0 IN (RequtreA wtdm► Greatest width of Exits Required for other floors exiting through Main Leve! N/A IN Seetlon1014 EXIT ACCESS MINIMUM OCCUPANT DISTANCE MAXIMUM ROOM LOAD OCCUPANT EXITS BETWEEN DISTANCE AUTOMATIC NUMBER ZONE FACTOR NETAREA LOAD REQUIRED EXITS TO EXITS SPRINKLER (From Previous Worksheets) (SF) (Table 1015.1) (Sectlon 7018.2.1) (Table 1078.1) (Table 1019.1) ALL 1 100 1,998 20 1 N/A 100' YES BUILDING ANALYSIS (2006 IBC) COMPLETED BY SjoquistArchitects, Inc BUILDING ANALYSIS REVIEWED WITH LOCAL BUILDING INSPECTOR: t�► t , i �,..�.�► 11 i►�� 1 ►`�� Bt}ss�tun� Coa��o�a��aora � Pr��Ins,riuncrl Constrt�r7i��r� Ser L'ELEBRATING2�YEARS 14B3-2W8 ' MEMURANDUM DATE: February 19, 2010 TO: Bob I3utchins Larry Pappler Steve Albrecht FROM: Randy Nelson Project Superintendent � RE: EI�IM ORTHODONTIC5 � We propase to stage canstrucrion of the Ekim Orthodontics project from the parking areas to the east Qf the building along Erie Avenue, Atthough this witl inconvenience our client, damage frorn construction to curb, gutter, sidewalks and streets are scheduled for removat and replacement in this area. Parking for the Library will be largely unaffected by sa doing. In conversation with Mr. Hutchins, he advised that clientele for the dental af�ces will be allowed to park in the city-owned lat to the west of the building, as well as along Dakota Street. 1 We plan to begin the praject by constructing the addition to the south of the existing building. � Excavator will approaeh to dig from Erie Avenue and load trucks (to expart excavated soits) � that wi11 back up to the proposed addition and drive back out an Erie. Sidewalks will be � barricacled and signage will be placed to clearly indicate a clased sidewalk. Erie Street wiil also receive clear measure of tra�c control including barricades and/or safety barrels to keep vehicles away from danger and advise af construction activities. Tra�c will still be allawed to pass along Erie Avenue. Bossardt Corporation has included traffic controt and st�•eec cleaning in the excavatar's work seope. We will then canstruct footings and use the same measures of protection for sidewalk and , street safety as aforementianed for conerete trucks and pumps as required. The CMIJ far the ; t foundation will be plaeed in the excavation when delivereQ, thus eliminating some sidewalk � and street congestion. The masonry eontractor witl; however, need to set up a mixing place ' for mortar. This will be again along Erie Street at the south parking spots and will be appropxiately fenced in�with orange construction fencing. Sidewalks will again be closed (barricaded) as reyuired. We will allow a few ctays for the foundatian to cure, then waterproof, insulate, and backf'ill the addition as soon as is possible. Backfitl procedures will be the reverse of excavating procedures using imported soils. Sidewalks and streees will be once again barricaded and signed for vehicle and pedestrian safety. I 8.�U0 Nnri�rcu� C'el�ter Urire � Strite 77t� • Mirrnecrintis. A�N 55437-I(X}I ��52-fi;31-S�/t1cY • SlJ(T-2911-1J11 �* Frr.r Sl52-t331-/26$ • weutr,Gossaizlt.cam � t � i �rir�, ,r� [ t i �11► �,.l,1�►�� ; ; We will erect temporary warning fencing around the additian until the foundation is capped. Workers will access the addition from a temporary doar that wiil be set in place on the east side. The additian and smaller roof adds will then be framed utilizing the same safety and protective measur�s as were used for excavation and foundation work and froin the same staging area along Erie. Contractors have already been nodfied that the site wili require muttiple deliveries as there wiIl be little oppartunity fox storage. Care will be taken to deliver only what can be installed in a short time frame. We will roof the required areas as saon as framing and sheathing work is accomplished. Interior activities wil! then take place in the addition and, wh�n weather permits, exterior enhancement will begin. A scaffold system will need to be in place at some time around the eutire perimeter of the building. The scaffold will be wrapped on the bottom at the end of each working day with arange fencing to discourage any unwanted intrusion. It may be necessary for short periods of time to feed the scaffold from the west side of the building. Should this need arise, the parking lot will be clearly posted, signage installed and/or barricades in place to deter public inirusion. Work pn this side of the building will be kept to an absolute minimum and only for the exterior enhancement. When tne graund has ihawed, proposed utilities will be installed as soon as possible. It is � anticipated that Erie Avenue will be clased far approximately two days. The street will be � entirely barricaded for this activity. Entrance ta the dentat offices witl be accamp2ished at this ? time through the new west side door and Dr. Carlson's entry. The street will be reinstalted as soon as possible, and the work on the east exterior will begin immediateIy (including new � sidewalks, ramps, and stairs). The sidewalk an this side of the building will be closed for several weeks while this work is being accomplished. As for tl�e interior af Ekirn Orthodantics, the construction will be separated into three phases, The south additian witl be completed and opened as the first phase, including fi�•e protection wark. The second phase will include the west side offices and new bathr thus aliowing a bathroom to always be available. The last phase will be the east side reception and office. Full height enclosure will be constructed to separate these pkases utilizing wood studs and plywood. First phase will be completed at the end of May, or as soon as required utztities are in place. Project completion is anticipated to be in earty August. Revision to this plan of action wi11 be only as mutually agreed upon by Bassardt Corporation j and the City of Prior Lake. ? F{N:jb � 7511.0906 SECTION 906, POR7ABLE FIRE EXTINGUISHERS. IFC Section 906.1 is amended to read: 906.1 Where required. Portable fire extinguishers shall be installed in the foliowing locations: 1. In all Group A, B, E, F, H, I, M, R-1, R-2, R-4 and S occupancies. Exception: In all Group A, B and E occupancies equipped throughout with an approved automatic sprinkler system installed in accordance with Sections 903.3.1.1 and 903.3.1.2, fire extinguishers shall be required only in laundry rooms, boiler and furnace rooms, mechanical and electrical rooms, garages, stages, projection booths, shops, laboratories, kitchens, locker rooms, janitors' closets, trash-collection rooms, storage rooms and similar areas. 2. Within 30 feet (9144 mm) of commercial cooking equipment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 1415.1. 5. Where required by the sections indicated in Table 9Q6.1. 6. Special-hazard areas, including but not limited to laboratories, computer rooms and generator rooms, where required by the fire code official. 7. R-3 occupancies used as family day care, group family day care, foster care, adult family day services and residential hospices. Minnesota State Fire Code Amendments page a-79 ITCO ALLIED ENGINEERING COMPANY AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLtED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipa! 7125 West 126 "' Street, Suite 500, �avage, Minnesota 55378 Telephone: 952-890-7366 Fax: 952-890-5883 . U �� L�l � November 19, 2009 �AN 2 6 2010 • B _'..._---- -�-- Mr. Tom Ginter Bossardt Corporation Phone: 952 837 3340 8300 Norman Center Drive - Suite 700 Gell: 612-290-7037 Minneapolis, Minnesota 55437-1061 • Fax: 952-831-1268 RE: 16190 Erie Avenue • Prior Lake, Scott County, Minnesota As requested, a site visit was made on November Y6, 2009 at 2:25 P.M. to evaluate and test subgrade soils for a proposed addition to a commercial building. Our Scott County Surficial Geology reference indicates that the site lies within a region of (DH) soils, primarily till (glacial deposits). The referenced soils are generally considered acceptable for construction, when within acceptable limits of consolidation and moisture. The soils investigation was conducted within a backhoe excavated test pit, approximately 10'.south and on centerline of the existing structure. Soils, as removed and viewed within the side walls of the excavation indicated approximately 10" of topsoil, underlain to 4 3/4' by a mix of a slightly plastic silty loam in the north, and a sandy loam in the sou�h. We would consider the referenced soils as undocumented fill, as evidenced by the varying classification, and a isolated CMU f�agment, and a thin sheet of poly near the base of the zone. Below 4 3/4', a 10" to 12" layer of horizon "B" soils was encountered, assumed to be near the original grade of the site. At approximately 6', or the base of the excavation, a moist light brown till was obs�rved. No ground water infiltration was noted from the excavation side walls-or at the excavation base. • To assess the relative loadbearing capacity of the s�zbgrade soils, a dynamic cone penetrometer test was conducted at the base af the test exCavation. The dynamic cone penetrometer (DCP), uses a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration average is recorded and a N-value derived. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Dynamic� Cone Per�et�orn�tel_ T�ti �:. DCP Depth Per Blow Avg. / N-Value Estimat�d Load 636 MM (25.0"} 28.4 MM / N-11 3750 PSF In our opinion, based upun aur observations and test, we would anticipate acceptable subgrade �oils for construction. The zone of fill and horizan "B" soils, may be acceptable for support of footings, based an meeting a minimum bearing capacity af 2000 PSF, and the Harizon "B" layer being free of vegetation and below 5 to 6 percent organic content. Tt is recommended that aIl footing lines be evaluated at the time of construction relative to soil conditions and the level of consolidation. Our abservations and subsequent soil evaluation on this date are limited to the elevation of a single test pit excavation, and depth achieved a dynamic cone penetrometer test. We therefore, are unable to assess sail conditions which may be encountered by soil borings conducted as part of a standard subsurface geotechr�ical investigation. �incerely, Itco Allied Engineering Company Reviewed By: �/ � .._ . � Gary Standish Robert Sul:�entrop, P.E. Senior Inspector Mn. Reg.- �17823 #701 - 1 j #6d5 - 1 1/2 / #610 - 1/4 / #304 - DCF (1) / #612 - 12 BOSARDTI.DOC � THE 2007 MINNESOTA STATE BUILDING CODE MINNESOTA RULES, CHAPTER 1306 SPECIAL FIRE PROTECTION SYSTEMS 1306.0010 GENERAL. must be installed and maintained in operational condition within the structure. This chapter authorizes optional The requirements of this subpart apply to provisions for the installation of on-premises structures that fall within the occupancy fire suppression systems that may be adopted classifications established in part 1306.0030, by a municipality in addition to the State items A to D. Building Code. If the municipality adopts them, the sprinkler system requirements of Exception: The floor area of minor this chapter become part of the State Building additions that do not increase the occupant Code and are applicable throughout the load does not have to be figured into the municipality. This chapter, if adopted, must square footage for occupancy be adopted without amendment. classifications established in part 1306.0030, items A to D. 1306.0020 MiJNICIPAL OPTION. 1306.0030 REQUIREMENTS. Subpart 1. Requirement. The sprinkler system requirements of this chapter, if For purposes of this chapter, area adopted, must be adopted with the selection separation, fire barriers, or fire walls do not of either subpart 2 or 3, without amendment. establish separate buildings. Gross square footage (gs fl means the floor area as defined Subp. 2. Existing and new buildings. in the International Building Code. The floor Automatic sprinkler systems for new area requirements established in items A to D buildings, buildings increased in total floor are based on the gross square footage of the area (including the existmg ui mg , or entire building and establish thresholds for buildings m which the occupancy these requirements. The following occupancy classification has changed, must be installed groups must comply with sprinkler and maintained in operational condition requirements of this chapter, unless specified within the structure. The requirements of this otherwise: subpart apply to structures that fall within the occupancy classifications established in part A. Group A 1, A 2, A 3, and A 4 1306.0030, items A to D. occupancies; Exception: The floor area of minor Exception: air inflated structures, and additions that do not increase the occupant open picnic shelters. load does not have to be figured into the square footage for occupancy B. Group B, F, M, and S occupancies classifications established in part with 2,000 or more gross square feet of floor 1306.0030, items A to D. area or wit t ee or more stories in height; -�.r Subp. 3. New buildings. Automatic Ezception: S 2 open parking garages, sprinkler systems for new buildings, additions aircraft hangars, salt storage sheds, and to existing buildings, or buildings in which group "M" detached canopies. the occupancy classification has changed rt. m Ta �(�11�'� X T �T�:`' .►-�.� 6�56"tiG�"� t1 ZZ, '� T°2 � ' $z � �� _ l�`3 aia � N►-t-� E<<r� tz�z � - t 3� = �� 2 oa os.F � �� ADDENDUM #1 Page 1 DATE: February 5, 2010 PROJECT NUMBER: 7285 PROJECT NAME: Ekim Orthodontics 16190 Erie Avenue SE Prior Lake, MN OWNER: Ekim Orthodontics 16190 Erie Avenue SE Prior Lake, MN 55372 ARCHITECT: Sj7iquistArchitects, Inc. 2800 University Avenue SE, Suite 100 Minneapolis, Minnesota 55414 This Addendum is a Contract Document and may apply to any or all Contracts and Subcontracts. Unless otherwise herein specified or shown on the attached drawings (if any), all work required by this Addendum shall be in complete accord with the Contract Documents and subsequent Addenda thereto. The items in this Addendum are not necessarily listed in any order in regard to the drawings or the specifications. All Contractors are cautioned to examine each and every item of this Addendum. Please attach this Addendum to your copy of the Specifications. Dates and Time Bids Close: 2010.02.09 & 2010.02.16 @ 15:00 Reference Revisions Attached Sheet C-100 This sheet was not issued with the original bid set Sheet A-101 Rooms 102 & 103 Room Finish Schedule Floor is Carpet 1, Base is Carpet 2, there is no PT in these two rooms Sheet A-120 Ciarifications: Roof Plan • Existing Downspouts on south end of building are to be relocated to east and west sides, 2'-0" north of Grid B • Existing Roofing between Grids B and C is to be replaced with new EPDM and all coping 1 roof edge is to be new, the insulaUon and underlying sheating is assumed to be adequate. • Slope is 1/4" per foot • The Live Roof is to be a Prevegetated Modular Green Roof System, such as LiveRoof, LLC. See LiveRoof.com, contactBachman's Inc - Doug Danielsen 651.463.6464. Verify that Green Roof system is approved by Roofing Manufacturer and does not impact warranry. ADDENDUM #1 Page 2 Reference Revisions Sheet A-131 Room 111, note regarding SV-1 and CPT-1 is reversed (my bad). SV-1 is Finish Plan north of the seam, CPT-1 is south of the Seam (under the chairs). Sheet A-161 Fixture F to change to Lithonia LP6HN 50M 609AZ 120/277 Light Fixture Schedule Fixture G to be Lithonia LP6HN 50M 6W9AZ 120/277 Fixture Q is to be Visa Lighting OW 1310 (Mod. No Bar) 2N40-BSS White DR Acrylic Diffuser, Brushed Stainless Steel Sheet A-512 A1/A-512 should indicate the end 2 x 4s penetrating the floor and tying to Interior Details floor joists for rigidity. Sheet A-601 Frame F9 fell off the page, please see attached A-601 Doors and Frames Hardware Schedule - Add Note 3 for Group 1 that reads: PROVIDE VON DUPRIN 33A-NL-OP EXIT DEVICE WITH RIM CYLINDER AND HIAWATHA 658B PULL End of Addendum #1 �� Zl�- � a , . ,/ � � � �<<.. �� . � �..�, , ,,.,�.. 2• �W I�T l.. IM/'�' 1/� �' � � J �� v � 1�c.'� J �+�R-�."�X'�Z �V ..�-.s.v� � ww..�, e.�� Yk� 2/3 v � ? J . � T�4 � t- �,�� "�c,� � / � �,�, ws �.�. � � �r� � I ry l C��,�r.a �2��.�-.T . � c�.��.� t�� e�.rn. � rs t� � . � �. �!� . � �+�..�.� (��-�, c..,� ��..ti�-�-�- � o -- , . � s t�ar � ca+t.. v�t�+� au A�s ��? � ( . . �V' �7� l. CO�G, �"t ��L s- �j ��✓'��lc�. . c��-�, �,� � : , � � � �. ,�-�. ( �.� . . --�/ �- �.-,�.� �. ��- � � .� � StZ..�G' (� �' � �' �'`s .�o � �s � � .. Sd" r � �-f'i� � �s ! 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' �+{�� S l s � c �. , 1 t �1 �" � + F , " ' � '"' � •� �_ .. � ��'� l � V1� � 5 � ;a,..s �' �'-��'1 �. L . � � 5 �' • � � � 2 i s //� ` � - a � � �� -'�� Z � � Y/i �.. �j R � • ' , i � • . � ,� � � ,. � � + . ' ,* T � } � . e �„�_�_ —_�. • �r o� G�v�K • �rckaP �T�► ��rfv. vt'� ��.�.c�s t6�d�' W/�c.tC,wa� � � . ' , �' � . . A� d?'�►+S �P av,a�'S - �.��n.,.r..re • � �� f , . ; �. � � #s � , . , ct�t�..S . . ' ' � L� • �4 W „�� r ^ „ /� � � �� VOl�W I� C.�l �, 1 (�W�,�" W �b A ,� � .. *' T ,;� , �"t tB6�..I't-�-tic...• LtJl�1-i" 1'M�S'' IF Q'�c,.►+r� ' ��t,.t r4 C� C �c.c. o.J c�. c �J,(2,v , '�`1 �'`-.-�-�` • b�� `�a►Q C �.•• �vG ��,�- � C � ` , �'S�4'`d",,� • ` v��.. � A . r . . . ( �ro�r,t�.�.� G � lV �i� . so �'� �c� �.� ` �� tR.�- M /�� r � � �' C��►��s�"''� 8 0{�• �, �' ��'"'. ��ts. ' � • ��L ` (Zt'�'�'�'''' r y�' c� ,,'r" � Ctr� - �j��+'�c�E- f .,. � e .' - , `". � �� COMcheck Software Version 3.7,0 Envelope Compliance Certificate 90.1 (2004) Standard Section 1: Project Information Project Type: Addition Project Title : Ekim Orthodontics Construction Site: Owner/Agent: DesignedContractor: 16190 Erie Avenue SE Suzan Ekim Carl Robertson Prior Lake, MN 55372 Ekim Othodontics Sjoquist Architects Inc. 16190 Erie Avenue SE 2800 University Ave SE Suite 100 Prior Lake, MN 55372 Minneapolis, MN 55414 952-447-6077 612-379-9233 ekimx001 @umn.edu crobertson@sjoquist.�m Section 2: General Information Building Location (for weather data): Prior Lake, Mlnnesota Climate Zone: 6a Building Type for Envelope Requirements: Non-Residential Vertical Glazing / Wall Area Pct.: 18% Buildinst Tvpe Floor Area Health Care-Clinic 760 Section 3: Requirements Checklist ..- � . ClimateSpecific Requirements: Component Name/Descrlptfon Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor�a) Roof 1: Insulation Entirely Above Deck 760 -- 22.2 0.043 0.063 Exterior Wall 1: Wood-Framed, 16" o.c. 1413 21.0 0.0 0.062 0.089 Window 1: Metal Frame with TheRnal Break:Double Pane with 296 --- --- 0.290 0.570 Low-E, Tinted, Fixed, SHGC 0.18 Exterior Wall 2: Concrete Block:6", Partially Grouted, Cells 235 5.8 0.0 0.222 0.104 Empty,Normal Densiry , Furring: Metal (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Insulation: � 1. Open-blown or poured loose-fill insulation has not been used in attic roof spaces with ceiling slope greater than 3 in 12. � 2. Wherever vents occur, they are baffled to deflect incoming air above the insulation. � 3. Recessed lights, equipment and ducts are not affecting insulation thickness. � 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. � 5. All exterior insulation is covered with protective material. � 6. Cargo and loading dock doors are equipped with weather seals. Fenestration and Doors: � 7. Windows and skylights are labeled and certified by the manufacturer for U-factor and SHGC. � 8. Fixed windows and skylights unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. � 9. Other unlabeled vertical fenestration, operable and fixed, that are unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. No credit has been given for metal frames with thermal breaks, low-emissiviry coatings, gas fillings, or insulating spacers. Project Title: Ekim Orthodontics Report date: 01/29/10 Data filename: C:\Program Files\Check\COMcheck\Ekim Othodontics.cck Page 1 of 2 Air Leakage and Component Certification: � 10.A11 joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. � 11.Windows, doors, and skylights certified as meeting leakage requirements. � 12.Component R-values 8� U-factors labeled as certified. � 13.'Other' components have supporting documentation for proposed U-Factors. � 14. Building entrance doors have a vestibule equipped with self-closing devices. Interior and exterior doors in the closed position are no less than 7 ft apart. Excepfions: Buildings less than four stories above grade. Building entrances with revoiving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq. ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. � 15.Insulation installed according to manufacturer's instructions, in substantial contaet with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit appiication. The proposed envelope system has been designed to meet the 90.1 (2004} Standard requirements in COMcheck Version 3.7.0 and io comply with the mandatory requirements in the Requirements Checklist. Carl Robertson s� 2010.02.02 Name - Title Signature Date Project Title: Ekim Orthodontics Report date: 01/29/10 Data filename: C:\Program Files\Check\COMcheck\Ekim Othodontics.cck Page 2 of 2 � � ��-�► �' 8 L o �� a I�p�� l�--J � � �jZ . ��, -�� 3. � '� . `�.�a�� 3 �Z� .� �u� �" � l� �C� t ��,�, ..-- �------- �ob� �� , �, o�,``�",�`� t�� t x� 3.13 � t b�� Z•�'� � �� C� ° � 20° ��Z. e- . � - N ,�� "� �, c�- _ �S� � ��- Et/,� ,••�, � a t� � .� �4 (o, oo�� Dr. Scott D. Carlson, D.D.S. • 4667 Dakota Street, S.E. � � P.O. Box 325 • Prior Lcike, MN 55337 •(612) 447-6054 � September 13, 2010 Dear Mr. Poppler, I will be happy to pay the $900.00 for sealcoating the street, once the work is completed. Sincerel , Dr. tt arlson Family Dentistry IT C 4 ALLIED EN�INEERIl�G C �MPAN'�'� AN ALLIANCE O�' INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory 7esting, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126 `" Street, Suite 5d0,'Savage, Minnesota 55378 Telephone: 952-89a-7366 � � � � Fax: 952-890-5$83 June 7, 2010 attn: Shane Bu#fer � Bossardt Corporation Phone: 952-837-3340 8300 Narrnan Center Drive — Suite 770 Celi: 612-29Q-7037 Minneapolis, Minne'sota 55437-1061 Fax: 952-831-7268 RE: Ekim Orthodontics Building Additian 4667 Dakota Street Priar Lake, Scott County, Minnesota ' . As requested, site visits were made on May 24, 25, and 27, 2010 to evaluate and test soils for utiiity installation, and inspect the placement of forms and reinforcement for the construction of a building entry ramp. 5/24/10 (1:15 P.M.): An evatuation was made for th� reuse of on—site soils for utiiity trench backfill within the roacfway service connection. The observed soils were primarily a sandy loam with a percentage of cohesive mafierial. The material is considered acceptable far backfilt, however we recommend that the cohesive material containing an incr�ase in moisture, be bfended with the dryer soils cluring placement, and vibratary compaction monitored to reduce unstabfe canditions, �125I10 (3:30 P.M.): . A� evaluation was made for questionable dark soils remaved and obsetved withirt the sidewall of the utility t�ench and parking area at the east side of the building. The 'E-foot layer at approximatefy 3 to 4 feet below grade, contained no vegetatian or organic odor, and was wei! consoEidated. Based on the proposed sub-cut for 2' of select granular and 1' of crushed aggregate base, this material does rtot require removal. To evaluate the consolidation of bacicfi{I and aggregate base placed at the roadway utility connection, as viewed on 5/24/'E0, a dynamic cone penetrometer test per MnDot procedure 2211.3C3 was completed. Based upon a recammended target penetration value of 10MM or less, the test was considered acceptable, as the area will receive additiQnai compaction during recot�structian of the adjoining parking area. Test #10 — Utility Trench Backfill on Aggregate Base DCP Denth Per Btow Ava. / N-Value Estimated Load 96 MM (3.8") 12.0 MM / NA NA � i •d ees=oi ot �o u�r 5/27/40 {12:30 P.M.): Evaluated soils within the footing excavation, c�mpteted for the proposed entry ramp at the east side of the building. The soils at #he base of the excavation were penetrated at random with a 5!8' . inch diameter smooth probe. With full body weight applied, the probes indicatec! acceptabie consolidation #or construction. Additional testing was conduCted with a dyr►amic cone penetrometer as follows. Test # 11 — Ramp Footing Excavation DCp Deqth Per Blow Av_ ./c� N-Va(ue Estimated Load 534 MM (21.Ou} 26.9 MM ! 11.5 3875 Forms and reinforcement for the proposed footings were confgured at 42° x 12° with (5) -#5 bars continuaus (2 sets upper/lower and 1 single) ref: pfan detai181S3. Splice lengths were at 36 bar diameters, with transverss # 5 bars placed at 24" on center. All rods were securely wire wrapped at splices and crossings, and elevated on pfastic chairs and wood stakes for 3" coverage. The footing line incfuded 3 westerty segments, and jumps formed at 24" x 12" W/(2} -#5 rods. 1'he north segment was constructed to underpin the SE footing of the existing structure, and the rebar of the remaining extensions doweled to footing e{ements. Our inspections and tests indicate that soils and aforemen#ioned work was satisfactory and appropriate far the application, and in compliance with the project plans or accepted engineering standards. Sincerely, {tco Atlied Engineering Company Reviewed By: �i7�-e. Gary Standish Robert P. Sullentrvp, P. E. Senior ir�spector Minnesota Reg. # 17823 CC: Paul P. — City Prior l..ake Building Inspections #701 - 0 I #6Q5 — 3 'll4 I #610 — % / #304 (2) DCF' / #612 — 36 a•d ees �oi oi c.o unr Page 1 of 1 Bob Hutchins From: Larry Poppler Sent: Monday, July 26, 2010 2:51 PM To: Bob Hutchins; 'rnelson@bossardt.com' Cc: Joe Wita Subject: Seal Coating Erie Avenue Public Works is prepared to seal coat the planned streets this week. They will also plan on seal coating the segment of Erie Avenue that was disturbed by the Ekim project. The cost for the seal coat is $900.00 based on the following formula: Erie: 750 sqyds - $900.00 @ $1.19/sqyd The Contractor should be prepared to move equipment and materials out of this area so that the seal coat Contractor can complete their work. Also the Ekim project should provide the City with the $900.00 associated , with the seal coat operations. If the Ekim Contractor is unable to move equipment and materials, the seal coating would have to happen next year and include striping costs. Larry Poppler, P.E. Assistant City Engineer City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952-447-9832 �o�ler o cityof�riorlake.com Email Updates. Sign up now. �� '� ��M4'� (N'sP� ° �'13�n � �� Ih. - 1Jm �Ss�ss t�r riz� P.r�,,,. .�. �., R , � W � �Q � ' `��`Fai. SG�-C � �: c. o. STn�P �, �,v��,.�c�.,x,�� / ( � � 8 �.. � �n�� Lss�S- 7/26/2010 Page 1 of 1 Bob Hutchins From: Larry Poppler Sent: Wednesday, September 15, 2010 3:53 PM To: 'Randy Nelson' Cc: Bob Hutchins Subject: Sealcoating for the Ekim Project Randy, I have discussed Dr. Carlson's letter requesting that payment for the seal coating be delayed until the work is completed with the City Manager. Knowing that the work would not be completed for nearly one year, the City is willing to compromise on this issue and allow that half the cost, $450, be paid at the time the work is completed. Larry Poppler, P.E. Assistant City Engineer City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952-447-9832 �o�ler(a�cityofpriorlake.com Email Updates. Sign up now. 9/15/2010 Page 1 of 1 Lynda Allen From: Lisa Barnes [LisaB@olsenfire.com] Sent: Thursday, July 01, 2010 2:45 PM To: Lynda Allen Cc: 'Edwin G Subject: Scope of Work at Ekim Ortho Hi Lynda, r�..: � Paul had wanted me to forward to him the scope of work to be done @ ther�#c�rtt brtho project. Here is the scope of work to be done by Olsen Fire Inspection: Install (1) fire alarm communicator panel to monitor the fire sprinkler system. This will also include (1) smoke detector above the panel, (1) pull station, &(1) horn/strobe in the panel room. I will have Edwin our technician call you tomorrow morning befinreen the hours of 8:00 & 8:30 a.m. to discuss this with you. Sincerely, Lisa Barnes Service Administrator Olsen Fire Inspection 7/1/2010 P� � o R�..A K E BUILDRN� ANQ 1NSPECTION �� IN PE TI N RE RD ITE ADDRESS �(o � � s � ��` � � ?�- L� NATURE OF WORK flc� E�c� o USE OF BUILDING i c_ � 2- PERMIT NO. �4� ��S DATE ISSUED CONTRAGTOR / PHONE �sZ � t�3Z • 33qr� NOTE: THtS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT iNSPECTOR DATE FO�TING � 2 Z �n a FOUNDATION {Prior to Backfill} PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER / WATER / FRAMING so�r�u .,� �„: P Q3 ZD l�' � INSULATION " 8 ELECTRICAL PLUMBING S ,� , p HEATING {if required) F't sv �o.J ` ? GAS LINE AIR TEST (,2) � ( COVER NO WO K UNTIL ABOVE HAS BEEN SIGNED ,� s FINALS GRADING (Prior to Soddin } �t �a g � K BUILWING (� ELEC'l`.�i1CAL PLUM�NG g�,► � � HEATING DO NOT �CCUPY UNTIL ABOVE HAS BEEN SIGNED NOTtCE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is availabfe, card shall be placed near main entrance. FOR ALL iNSPECTIONS (952) 447-9850 of PRIO�v CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec ' d TEMPORARY CERTIFICATE OF ZONING COMPLIANCE 11�, v AND UTILITY CONNECTION PERMIT ��NNesO� P / ! �/ �� V / V 0o 1 . wrote it PERMIT NO C . 2. Pink City /0Y O `3 V/`lr Z 3. Yellow Applicant `e/) lease type or print and sign at bottom ADDRESS ZONING (office use) 4(� TA s ti M LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) (Phone) (Address) BUILDER � (Name) (7 ��, A W P1 .r U" a e j i Vt (Phone) � e (Contact Name) Pry_ Pe ro S �G (Phone) 7 - (Address) � 4 - G fz - 29d- TYPE OF WORK P,New Construction El Deck ❑ Porch ❑ Re-Roofing ❑ Re-Sidin g ❑ Lower Level Finish ❑ Fireplace )(Addition ❑Alteration ❑ Utility Connection �� ❑ Misc. Fl rZL Su (� P [L CS S [o � PROJECT COST/VALUE (excluding land) $ I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans . I am aware that the building official can revoke this permit for just cause . Furthermore , I hereby agree that the city official or a designee may enter upo the property to perform n ed ' sp coons . , ml � 2 - Signature Contra or's License No. fiate Permit Valuation 2d 000 , f In Park Support Fee # $ Permit Fee $ o, o� SAC # $ Plan Check Fee $ Water Meter Size 5/ 8 " ; I " ; $ State Surcharge $ to P 00 Pressure Reducer $ Penalty $ City SAC and WAC # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder' s Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE rrr' .� L[,66 ter , ff lv $ This p a eco s Your Building Permit When Approved Paid JZejWptNo . `✓ U3 Date 5 . / , ! o BuLffrijb9cial Z Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 4474950, Fax (952) 447=4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 , � i � City Property Work Item Cost 1 Additional Paving (curb to curb) per City direction $4, 290. 00 C � 2 Additional Paving for PIV at parking lot area $ 3 , 278600 3 Add PIV valve and fittings $ 11750 . 00 4 COR#011 - Change for duel entry ELEC service to single $ 31020 . 00 5 5 COR#012 - Soil corrections at additional paving areas $ 8 , 000 . 00 6 COR#023 - Curb replacement at E . side of building $2 , 650 . 00 $ �--��-� '� � I 7 7 COR#026 - Re- pour handicap sidewalk ramp $715 . 00 s � 8 COR#031 - Add tamper switch & connection to PIV for F . A. system $ 11126 . 00 �� - TOTAL $24 , 829 .00 � Also - charges for civil as-built drawings & sealcoating asphalt l � � Larry Poppler From : Larry Poppler Sent: Tuesday, December 14, 2010 11 :31 AM To . Tom Ginter Cc: Steve Kilmer, Randy Nelson; Shane Butler; Bob Hutchins Subject: RE : Dr Ekim / Carlson Project Tom , What is the purpose of this meeting ? if you are suggesting that the City participate in these costs, please submit a written request with background as to why the City should participate . I believe I have responded verbally to Bossardt regarding most of these items : 1 . The curb to curb patching of City streets, as- built grading plan, and sealcoating were requirements from the start of the project . 2 . The PIV location was changed from the original plans as the original location entered in a green area to the west . Bossardt made a field decision to change the water service location, the implications of that change are solely due to that decision . 3 . While the City did not give direction on soil correction, part of construction is dealing with these types of issues . The City does not have a funding source to assist companies on private improvements . The changes encountered with this private project are part of the construction process and were needed for the benefit of the Ekim /Carlson site to make the project a success . I am not sure a meeting is needed , but if you provide me some compelling reasons, in writing, for requesting City participation , we can schedule a meeting . I am available next week other than Friday . Larry Poppler Assistant City Engineer City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952 -447 -9832 From : Tom Ginter [mailto : tginter@bossardt. com ] Sent: Tuesday, December 14, 2010 10 : 25 AM To , Larry Poppler Cc : Steve Kilmer; Randy Nelson ; Shane Butler Subject: Dr Ekim / Carlson Project Good morning Larry , Steve Kilmer and I would like to meet with you to discuss the attached changes that we had at the Ekim / Carlson project. Would you have time to get together the week of 12/20/ 10? Please let me know. Thanks , Tom 1 City Property Work Item Cost 1 Additional Paving (curb to curb) per City direction $4 , 290200 2 Additional Paving for PIV at parking lot area $ 3 , 278000 3 Add PIV valve and fittings $ 1 , 750400 4 COR#011 - Change for duel entry ELEC service to single $31020000 5 COR#012 - Soil corrections at additional paving areas $8 , 000 . 00 6 COR#023 - Curb replacement at E . side of building $2 , 650 . 00 7 COR#026 - Re-pour handicap sidewalk ramp $715000 8 COR#031 - Add tamper switch & connection to PIV for F .A. system $ 1 , 126 . 00 TOTAL $24 , 829 . 00 Also - charges for civil as-built drawings & sealcoating asphalt Fire Sprinkler Plan Review Date . May 7, 2010 Owner: Ekim Orthodontics Location: 4667 Dakota St. SE. Prior Lake MN. 55372 Contractor : Olson Fire Protection 321 Wilson Street NE Minneapolis MN 55413 1 . Separate permits are required for the alarm system. 2 . The 2002 of NFPA 13 shall be the standard. 3 . All materials shall be tested and installed per the listing. 4 . All valves controlling water flow shall be monitored and secured including the PIV . 5 . It is the responsibility of the fire sprinkler contractor to flush all main and branch lines . 6 . Provide frost protection for all portions of the wet system. 7 . Field verify all head locations and obstructions . 8 . Secure all valves against tampering. All valves in public areas shall be locked 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and auxiliary drains f. Location of inspector' s test g. Alarm panel location 10. For inspections call (952) 447-9850 give the project building permit number ( 10-0088) 11 . Seal all penetrations in rated walls in an approved manor. 12 . Provide signage for all valves, drains and inspector' s test. 13 . Water flow and pressure shall match hydrostatic design EDIMENT ROLL 0 NETTING ONLY FLD�T r � \ / KIN CHANNEL I •• A B' / BOTTOM _t WOOD STAKE 'VJ •' �_ Epp{ .ME b i/2' VVV ILL `VILL IV* / I ILL IV IV VILI IV AKE TO BE PLAC \``�\ VII •'•• AT IUETH S O65,I.DPE SOLID \`\` WERAP ID GV k BOX }::: ` `\ / REPAIR SIDEWALK N AND STORM TRENCH , , / 1JT�� ASPHALT As N SEDIMEM •ROLL••DEfAIL •• • •• NosaLE _ / \�` -` ��,C1 NO SCALE I �� /aa wu v LEI / S / rc_ .fgr?L. of ^ 4mc.rs _�2s3� wmrol g6a.2 � a S t KEEP ERVICE 01, ...� .�xaerxov. _ .... ._ `\•``\ 41 r L/ , ` • /jj�� T , J \ -�o k `+ a6� y GOES \ a SEE PLACE 6' M S E TO / o SAVE CURB D UTTER • rc + q ALK,�C D GUTTER. ss., o IF POS51ljLEyy.• ERWISE rl.�T scr.�' OF CUR T AS NECESSARY.` $ ; f ANDUGEcREy^� D ASPHAt ```•`�� a NOTE \ ��,q / :k IN BID 0 SERVIC 4' SNOW FENCE WITH POST BE ON CENTER - ""�' °"r / + c ROPOSED D TO BE PLACED AROUND TREE AT THE DRIP S60 s '~ �\ 94 w '{' t / LINE OF THE OUTER MOST BRANCHES. z' +F; Q0 c,,,i = � PROP SE AF D2c, TREE PROTECTION FENCE DETAIL y / eE FROM H, T TAPE INUTTER.WENSPO T ND SCALE (/j �\ �/ ; 960.38 3 ° ; / FROM R 0 GOWN TUTTER. / < EMOVE AN R PLAC d IN57 LLP0 SCH 40 PIPE I� SIDEWA 0 IS POI ys? *958. 958.5 I, �+ �• FR p0 SPOUT T[� TRENCH ;3 0 THE SQL(U(TF/ SIB ALK NOTED. q q5 I'LLIy ' 41 , 1 1 / D IN. CLUDE 99 DEGREE SWEEP, M _ ''.if / i ,, REPLACE WITF ♦SUSED AG RELATE. + } WMTO TOOLED CONTROL JOINT O 5' __ o t � 4a W ER LO 4'/ LE SERVICE D MAX UNLESS NOTED OTHERWISE Ase� 4 '1 ' �O S LOW'E LEVEL OF BLDG. I •,)+ SS. VERIFRyB LOCATION OF SERVICE, FINISHED GRADE 1/2• 3/B• ,<9 / _ s t + a PROPOSED IDEWA T5 . ,1;.t, q� ,� r. 5 4 pQtgLT AS NECESSARY. CONCRETE AND 3/4' CHAMFER , , �� f CONCRETE 3/4 k .. 4 LEE 1/2, � s'� OU 9 I s5 _ S / PROPOSED TRENCH /DRAIN g57 6 r WrYb -r <n PLACE HEAT TAPE IN DOW POUT , + 957.7 `ai t^ .`•aA ' 4. �C: * / 0 t FROM ROOF DOWN TO W ENO,ei' C h PROPOSE Y E H DRAIN /SjPOUT 5 V o 5 � / OF TRENC DRAIN. q .:. 95Z� .o t -_-ss -. + PLACE H T T E IN DOW q t 5 Yl / `\` M R OF D WEN TO CLyf PIPE APPROVED JOINT SEAANT 95� T �L�`F 957.2 sa 6' S 40 PVC PIPE aiF{' �} d PROPOSED BUIIAII , / M 0 OUT TO TRENCH 1/2' PRE-FORMED EXPANSION JOINT / s S FF ELEV 958.40 t t ' 30' OC MAXIMUM OR A5 01HERWISE s5o * " v >t,• /. IN.. I C DE 90 RE SWEEP, SHOWN ON PLANS, ALSO INSTALL 99 o ;.� LL ELEV 949.19 WHERE WALKS ABUTS FIXED OBJECTS. q_ 15 ;,.w ws •. 95 ` 9LEI a If tl/ ,[\V1 •s 46 t ren coil l CONCRETE SIDEWALK f / PROP EO PRECA NO SCALE G, 1 9 rT M CH EXISITING WA .v / 955.6 / ii C, a 5 yY` 7 q. qy1 � 5 IT LEE c � WE PROPOSED < 955 y le � L 7 �d `� 9�e y lyJ � 41 .4 SA TREE -Zi_ I . A ; ! Q gib . h �,I� � + 9 . •,.. �q, s , �, � / (/ PLACE SEDIMENT ROLL PRIOR TO STARTING ,es5 / / 000, j CONSTRUCTION AND MAINTAIN AS NECESSARY. + .� •� t ' / D 30 20 40 60 / II � �++ REMOVE IX RETAINING WALL `9�_ . / / / Scale In Feet ^ J NEAR NEW SIDEWAL{C. // / o to Bo 4o so EMOVE A �E CE IX S EWALK FROM THIS POINT LEGEND / Scale In Feet TO THEN R7}i DEWALK A�DAKOTA AVE, REPLACE / WITH EX P Sy GREGATE. — ss — PROPOSED SANITARY SEWER PE PLACE WIMCO FILTER {Fl / c µ CB PRIOR TO START / x955.65 PROPOSED ELEVATION CONSTRUCTION. / / / PROPOSED CONCRETEC. ILL g / EM PROPOSED BITUMINOUS tip .O1 THE CONTRACTOR SHALL CONTACT GOPHER ONE AND HAVE UTILITY COMPANIES LOCATE ALL UTILRIES (PUBLIC � � op SEDIMENT ROLL tof o AND PRIVATE) BEFORE ANY CONSTRUCTION SHALL BEGIN. / —..- DRAINAGE ARROW .02 ALL SOILS WORK SHALL BE DONE iN ACCORDANCE WITH SOILS REPORT. r, .03 ALL GRADING, UTILITES, STREET AND SIDEWALK REPAIR AND TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH CITY OF PRIOR LAKE / -- G — EXISTING BURIED GAS LINE m AND MNDOT SPECIFICATIONS. (2005 EDITION) .OS FIELD VERIFY ALL EXISTING SEWER AND WATERMAIN ELEVATIONS AND LOCATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES — E — EXISTING BURIED ELECTRIC LINE a CP BEFORE ANY CONSTRUCTION SHALL BEGIN. a ,„ co — T — EXISTING BURIED TELEPHONE LINE .O6 SALVAGE AND REUSE EXISTING CONCRETE BLOCK WALL IN ACCORDANCE WITH DIRECTIONS FROM ARCHITECT. LF .07 PLACE MINIMUM OF 6' OF TOPSOIL IN ALL TURF AREAS. — n• — EXISTING BURIED TELEVISION LINE .08 ALL AREAS ALTERED BECAUSE OF CONSTRUCTION MUST BE RESTORED WITH SEED AND DISCED MULCH, SOD, WOOD .09 nBER BLANKET OR BE HARD EXISTING TOPOGRAPHY AND SURFACED WITHIN TWO PROVIDED S AFTER ByVALLEYMPLETION CONSTRUCTION.(WEATHER PERMITTING) , Bs5.5o EXISTING ELEVATIONLEI BOUND — > — EXISTING SANITARY SEWER —» — EXISTING STORM SEWER - EROSION CONTROL & DEMO PLAN GRADING & UTILITY PLAN REVIEWED BY Hailing En ineering , Inc . ;; I hereby certify that this plan was prepared by Issued g g EKIM ORTHODONTICS me or under my direct supervision and that I BLDG PERMIT SUBMITTAL 2 5 Is GRH CML ENGINEERS am a duly Registered Engineer under the laws 3727 255th Street East • Webster, Minnesota 55088 CITY OF PRIOR LAKE of the State of Minnesota. DRAWN BY Phone 952.440.1680 Fax 952.461.3308 Date 2— 070 Registration No, 127a3 GRH I PROJECT NO.: 193.01 DRAWING FILE GRkUTILOWG SHEET C 100