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Home My WebLink AboutBuilding Permit 94-0114 DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED �' � � l� �� PERMIT NO . �� " �L� COMPLETED ADDRESS I LI ��1� Gtr�nnw��rc -� 1P� OWNER CONTR. � TELEPHONE NO. lL� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESNORENVETLANDS 0 G WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION � SEPTIC INSTALL. ❑ SEPTIC FINAL = C DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE �❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: J Q V � � 1�'� �O t� t�l_ �\ Cr S L1.1-� � � W a � �— L'" l�U-- �r—�Q � � �- � O � W � Q � 2 W � W � � C7 W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � U CORRECT WORK AND PROCEED ��J CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING U ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C; STOP ORDER POSTED. CALL INSPECTOR. U INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. on site Inspector 447-4230 r�� coo�rsrc� nancs wn�e copyn�a�xror �a Fae DATE TIME CtTY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � � 3 7� f l6 , o� PERMIT NO. � � - � � � COMPLETED ADDRESS � �I ( S � �rn,�..,� «� � r- ' OWNER CONTR. TELEPHONE NO. W ❑ FOOTING OPLUMBING fil ❑SITE INSPECTION � ❑ FRAMING O MECHANICAL ❑ EXCAV./('iRADING/FILLING y C �NSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS � C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 � FINAL ❑ SEWEFi HOOKUP O FOLLOW-UP Q U FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINA� _ � DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PIUMBING FINAL ❑ = COMMENTS: J � �� C � � �% �� V�-� �—�iC S !�� ` Z � � � W a � � O nC : �� O � W Q Q � 2 W � W � � O W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � C CORRECT WORK AND PROCEED 0�CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. u INSPECTION REQUIFiED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . s� e Inspector 447-4230 relaw Cop� � wnits Copynnapscror •a Fih DATE TIME CITY OF PRI CALLED-IN INSP TION NOTtCE scH u�Eo PE IT . `� � �`� CO ETED 7 � '� Z�� ADDRESS � 4l �o � OWNER CONTR. �. TELEPHONE NO. l j❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � O INSULATION P ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SETlTURN ON ❑ COMPLAINT 2 C FINAL SEWER HOOKUP O FOLLOW-UP Q U FOUNDATION SEPTIC INSTALL. O SEPTIC FINAL 2 O DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENT : Q \�D� ►� �G z 0 � � a �?�r� • . o� � O > O U � W � Q � 2 W � W � � O W W [J,WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O L/rCORRECT WORK AND PROCEED � J CORRECT WORK. CALL FOA P,EINSPECTION BEFORE COVERING r7 CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. i� STOP ORDER POSTED. CALL INSPECTOR. U INSPECTION EQUIRED. CALL TO ARRANGE ACCESS. call for the ext i spection 24 hours in advance. Owner/Co tr. o i Inspector 447-4230 YMbw Copy/Sits No � YMMe f.opy/Intpscta'a Fils � v DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . `�'�"" � �� COMPLETED 6-q--�i4 Z)-p�p ADDRESS ��l aO �'+�-�w�txcc- OWNER CONTR. � TELEPHONE NO. l� ❑ FOOTING �LUMBING RI ❑SITE INSPECTION � O FRAMING C MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C WALL BD. C METER SETlTURN ON ❑ COMPLAINT 2 G� FINAL ❑ SEWER HOOKUP � FOLLOW-UP Q C FOUNDATION C SEPTIC INSTALL. � SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAI � = COMMENTS• � Z 0 0 � � ¢ W a _ �_Z � _ � � � O ¢ O � W � Q � W � W � � W � � W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 0❑ CORRECT WORK AND PROCEED 0 O CORRECT WORK. CALL FOR P.EINSPECTION BEFORE COVERING V rJ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. O STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUI D. CALL TO ARRANGE ACCESS. call for the ne n t on 24 hours in advance. Owner/Contr. n sit inspector 447-4230 r� copyism narics wnms copyn�ap.aa�s Fxs �� ,n'4 :n0.., ��'�� f ,. .:� .. � . "�_�:;y.i, � ��F"YVO'`i�jp� � M 4 . , e�,�� n•^�.n1*: , A � '�V �� .. , 'wG� . . ... ;� . , � . . .., - ,. -� 74'� ' .:^'h , u'i ��},'iy� . 4� � ,,.' � , ., . ar��t �� m .:�.� ' .. y .� i - �;��Vp�;`�r��,. 'i � y � . . . �t � �, . .�k.. ..,y,v,.. , .�.�� .. �� . .�J � " � . y" !- �,` ��y,7t47r��w .��".: .. . ` _F.Y� � ,. , r � v .. � .. .: �� .. .. �..��y n ., ` .. ;�' ''� , '.,�� • 'F. . . � V �.,.y �`�j�1� a �✓(7 A , .� '. . � . .. � � . )� •" �F ..� .` :T� � � ��:5�,4`� w�.�. . �� ' : � :i• 'r� v ., "� 'z� �;� ,�� `'"*� ;�xy" '; �� ':'�""TE s.r�r; - 7. ' i t , i I > l I DATE TIME � CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULED PERMIT NO . �Q �(( 4 COMPLETED S— � Q` Q4' IO:�j ADDRESS � 4 � � �v�mU'ct ��- OWNER CONTR. TELEPHONE NO. W ❑ FOOTING �LUMBING RI ❑SITE INSPECTION � ❑ FRAMING /❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C_' WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C. FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J � FIRE PREV. ❑ PLUMBING FINAL � 2 COMMENTS: '� (�_llit. [f�- G p � \ Z O W 6�S 4 � w ��- � Z- re�e �hc�S vo � �.csti. G/ e� L o r � � O � W � Q � 2 W � W 2 � O W � W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O CORRECT WORK AND PROCEED � U CORFiECT WORK. CALL FOR P.EINSPECTION BEFORE COVERING �'� CORRECT UNSAFE CONDI ON WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CAL INSPECTOR. ❑ INSPECTION REQUIRED. C L TO ARRANGE ACCESS. call for the next i pe � 24 hours in advance. Owner/Contr. on it Inspector 447-4230 r�aW coPyisns nance wnms coPyn�apscror•s F�b DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED �� 8�q� : d O PERMIT NO . ��' � 1 1 COMPLETED ADDRESS � � ��C7 C�w•-u-� c� OWNER CONTR. � TELEPHONE NO. ly� O FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING y L INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �;' WALL 8D. ❑ METER SET/TURN ON ❑ COMPLAINT Z G FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION C SEPTIC INSTALL. ❑ SEPTIC FINAI 2❑ DEMOL ❑ SEPTIC MAINT. ❑ F►�iEpLqCE J❑ FIRE PREV. ❑ PLUMBING FINAL ❑� ai✓1 Ge.a�a� = COMMENTS: z -�?� � '` ' �-� o �� UC� - (,� W -� � � �--_ �� a � � O � O � W Q Q � 2 W � W � � O � / W,P'rWORK SATISFACTORY:PROCEED G PHOTO TAKEN O L COFiRECT WORK AND PROCEED � �� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co r n site Inspector � 447-4230 Yellow Capy - WARS Copy/Inapscfor'a Fih DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDUIED s r O i l�� PERMIT NO . �4" — � �4 COMPLETED ADDRESS I ql C.o�� ,,,t.� �� ( V<� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C FHAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILUNG �❑ INSULATION ❑ WATER HOOKUP O LAKESHORE/WETLANOS � C WALL BD. C7 METER SET/TURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWEFi HOOKUP ❑ FOLLOW-UP Q�'FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J � FIRE PREV. ❑ PLUMBING FINAL � Q i COMMENTS:�Ic� Co�.�:� ��- 8�- S L��rs d�t�� L�-�� Q l Z` `��.� ,�n 4'' C�, �� `�.x�--e�-r ��--�r 2 O W �n,�-2r�E'� /' � I�_ ) � � t, ��, r9 1� �� ( ) � � ��'S 4 ��- -:�.� , � � � _�� `�.� z �l> �`� O � � W � Q � 2 W � W � � O' W �ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � � CORRECT WORK AND PROCEED � �� CORFECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING C:� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. �� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co . n site Inspector 447-4230 r�aW coPyrs�rs wnae coPynnapecwr�a F�b J DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED PERMIT NO. aa-��4 COMPLETED S'17 3:c5o ADDRESS � 4 � 80 � vH ��..� �L, OWNER CONTR. � TELEPHONE NO. lL ❑ FOOTING LUMBING RI ❑SITE INSPECTION � C.' FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHOREIWETLANDS L' WALL BD. � METER SET/TURN ON ❑ COMPLAINT Z C FINAL C SEWER HOOKUP ❑ FOLLOW-UP Q C FOUNDA71oN ❑ SEPTIC INSTALL. O SEPTIC FINAL 2� DEMOL. � SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = CO MENTS: J Z � � � W a � �_ O � O � W � Q � 2 W � W � � O W � W L RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O CORRECT WORK AND PROCEED � C CORRECT WOAK. CALL FOR PEINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. i� STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQ IRED. CALL TO ARRANGE ACCESS. call for the r� ction 24 hours in advance. Owner/Con . i e Inspector 447-4230 r�a»� cacrisrrs rion� wnrts coPyn�sp.cra •s F�b J DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOT SCNEDULED PERMIT NO . �`� � �� q COMPLETED 5 S'�/4" � cc�� ADDRESS I`� I 8p �Urvt,m P�►^t C � OWNER CONTR. TELEPHONE NO. ��TING ❑PLUMBING RI �SITE INSPECTION U� ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING �❑ INSULATION 0 WATER HOOKUP O LAKESHORENVETLANDS 0 C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C FINAL D SEWER HOOKUP ❑ FOLLOW-UP Q C FOUNDATION ❑ SEPTIC INSTAIL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Z � e � � a 2 � �Z �,..� 3 S �ads o �� s S Q 's � � �- o , � Q � dL�.rc� `� Q � � z W � �r W � � O W � � � W SATISFACTORY:PROCEED ❑ PHOTO TAKEN �, OFiRECT WORK AND PROCEED � G CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING "� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C� STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. C LL TO ARRANGE ACCESS. cali for the next ins tio 24 hours in advance. Owner/Contr. on si Inspector 447-4230 YMlow Capy/Sifs Nofice WAMe Copy/Inapetta's File DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � � �� PERMIT NO . � � � �4 COMPLETED ADDRESS I� I� C� C��„ 6 ,Apr ,� � I v�( OWNER CONTR. � TELEPHONE NO. �60TING �PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECNANICAL O EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 O FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. � FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q �� ^�^ � � /� r�' �Aj �{ C��c�� 5 p l Z ` �-�, a �:e,�- � � �,s �- c��-�� O � Qu.� � �l �� c� �P �-� � r � o � o � , r O � W R Q � 2 W � W 2 � O W � W �@'�ORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED � O CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. n ite � I nspector 447-4230 re�aw copyisrrs na wnrce coPyn��scra�s F�e DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULEO PERMIT NO . a �' � « COMPLETED � �� `�b ADDRESS � 4 � 8b ��n�� OWNER CONTR. �. TELEPHONE NO. 1i ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION �❑ FRAMING � MECHANICAL O EXCAV./GRADING/FILLING �❑ I LATION ❑ WATER HOOKUP O LAKESHORElWETLANOS ALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT O FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q � FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q � C �� r �:,.s �. o �C•�s�- �c �c p ` �.�c� c�-�. H...a.,..`� ce ��1� t 2� �� -�- � p c�,� c._ �. � R a � � � �� I 1.�� ..� I o � � O ¢ � -e-...�--. lJ c�. � �- +n �, � v�c � �� W � Q � 2 W � W 2 � a w � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � O C7 ORRECT WORK AND PROCEED ORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. o Inspector � 447-4230 rs��o»� coPy� na wnms coPyn�s�cror •s F;b �F9 r� A � KE ��r T �o ��q sch� � � O� �i9� �� ,`��'� COMPLETc. P`�� ,�.��F S / /� c � 0 5 �� ,� �� y� y� �� v--�-e, . P � C ti 'f'F CONTR. _ �`t` 0��,��t� <yT � �'O � 1 �,y �P� ��F G ti � �° � � ��FO, � � � � � �9�O��r C� ti cc ��. ❑SITE INSPECTION � O F .O � �o �4j �(i� , EXCAV./GRADING/FILLING �� 9 �` ~ ��O ! FO O '+KESHORE/WETLANDS � �,' ' �Fiy ` �O�q c�� 9T cc �PLAINT W-UP r _, P �� . �, � , ^ � • O �� ,9/ �G "iNAL , ��_r�� i,' �A s ��- ��f Q' � G �s �G r'�c�ti ��' 'o F 0 � � �' s s�, 'F .9 ' � �C <O , C� � 0 6b�'9i, 9� L,o'�'p O C� � d'! PQ'K `� U � � c � o� s, '� ��9 � � F+ F� S � < � \'� � O � ,�, �� : �� 4 Q O po�FS F�� !i / , � �Q 0 ,�.`� ' F`,o < < � � �O �p J\e' � �^ � r `�S O � r �,�� / � 9 �%� / A �. � �i � � � /\ �c � � � �- OO `, c" � X � � /� .� c c�.V � �,�G2SS s � � '��o q °�,� s ` � s '�� , S 'T �9�9 ��'� �'s @ � o,00 �� `, ;. F� G�O9��F o a 6 � `7 fh oti 9,�sq,� � tio :0 6 � e 9 F �s�,Fctt,�q F � C O � cc r �� r �� L, c o o 9 A �F � � i ' o. ` � c�� T �p'Fi,�, 4 , ,� Yt�, t.S O� s ��, q T A� 4 ? �'S O � 9 r � ° '� a � ,(ORY:PROCEED ❑ PHOTO TAKEN `9.�, � \F,c � ,iK AND PROCEED G �` r �i�� ''�c� y9� �O, .ORK. CALL FOR P,EINSPECTION BEFORE COVERING a �� O C�� T� UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. �� c�`S, 9 � F9/ �. .1DER POSTED. CALL INSPECTOR. g ,1, ,� " ..;TION REQUIRED. CALL TO ARRANGE ACCESS. Fo�, �or the next inspection 24 hours in advance. 0 9 �y,� < JwneNCo�tr r�site 9 F�, G Inspector 447-4230 9 � YMbwCopy/Srts WhifeCapy/Inapscta'sFib �� , �.� �� ,_ ., DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED � �� _ PERMIT NO . I �� - ( `� COMPLETED ADDRESS I� � 8C� Cow,w�e >c-�- �v-� OWNER CONTR. � TELEPHONE NO. ly� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAI ❑ EXCAV./GRADING/FILLING y O INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON � COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q O FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE Q ❑ FIRE PREV. ❑ PLUMBING FINAL �� 5�,�,� ,=,^� = COMMENTS: J Q � i 1 V o 4 J"ca� � S�c P i..�-, i t/� C[S tn S�k . �� Cu'LQ.-�.i� � � W a Q � O ¢ O � W � Q F�- 2 W � W � � Q W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED ��'CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP OROER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Cont . site Inspector 447-4230 YNbw Copy ' White Capy/Inapsctor's Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED �!�'`�� `�'�� PERMIT NO . ` � < < 4 COMPLETED ADDRESS �� Caw�w�2rc-c.. �� OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING �� INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SET/TURN ON � COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION � SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE � ❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: -� �� f �15T�.�1 �aio ct�-r- ��-1-� u-� ;� s�..�....� G-�?�..,� Z � � � W a � � O � O � W � Q � 2 W � W � � O W � W C W SATISFACTORY:PROCEED ❑ PHOTO TAKEN ORRECT WORK AND PROCEED � O CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the nex ' spection 24 hours in advance. Owner/C tr n site Inspect 447-4230 YMIOwCopy [ics NTite Copy/Inspscfa'sFib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NO SCHEDULED 8 '�S'�`� ��O° PERMIT NO. �`1 � I �`� COMPLETED ADDRESS �y CQ�"�w��-►�ct ��t , OWNER CONTR. �. TELEPHONE NO. l j G FOOTING ❑PLUMBING RI ❑SITE INSPECTION � L�-FRAMING �'o�*�e��t�y ❑ MECHANICAL O EXCAV./GRADING/FILLING �'�-INSULATION ❑ WATER HOOKUP U LAKESHORENVETLANDS 0 Ci WAIL BD. O METER SET/TUFiN ON ❑ COMPLAINT 2 C FINAL O SEWER HOOKUP ❑ FOILOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL = C �EMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q l� �r�� a �� ; tn �'�� d.� c,re� Q �� a`In `�n o_r �'o G o�J�ari W 2. `� � �� ru � .Q . '� 4�dtt^ ` � �-Qc.i 2.�1�.4c� ° �--�� ;�- �-��- c.�a,c _, �S�t� W ('�L�' -�-6 � �- �c�c_ ulaoua t-c�s � Q � 2 W � W � � O W � W C WORK SATISFACTORY:PROCEED O PHOTO TAKEN O �CORFiECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR PEINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C: STOP ORDER POSTEO. CALL INSPECTOR. L INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. call for the t' spection 24 hours in advance. Owner/C ntr. site ►nspecto 447-4230 rMaw coPyrsee r wnae copyn�aPscror�a F�b �-� � �-7-`�2 �`�' DATE TIME CITY OF PRIOR LAKE CAILED-IN INSPECTION N T! E SCHEDULED � �'� `—' PERMIT NO . ' � COMPLETED ADDRESS Co�.�...�.ai-� c.� ��-Q� OWNER CONTR. �. TELEPHONE NO. ��t ��..� l j C OOTING ❑PLUMBING RI ❑SITE INSPECTION Q MING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ; � INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C; WAIL BD. ❑ METER SETffURN ON ❑ COMPLAINT Z U FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q C7 FOUNDA71oN ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. � SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � i COMMENTS: -� \ � , � m�- -�a Q , � S � � � , �- l� � � �� W � a U S �" — � G-� o , � �� 0 � �s u,�c W 2 Q � � W r ` � W � _ .� �� r' W SATISFACTORY:PROCEED ❑ PHOTO TAKEN C RRECT WORK AND PR � C., COfiRECT WORK. C OR SPECTION BEFOR COVERING V ❑ CORRECT UNSAF ONDITION URS. INSPECTOR WILL RETURN. C STOP ORDER POSTED. CALL INSPECTOR. C INSPECTION REQUIRED. CALL TO ARFiANGE ACCESS. call for the next inspection ou in advance. Owner/Contr. on site Inspector 447-4230 r�a»� cacr� nance wnrte co�y��a�scror �s F� DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTtCE SCHEDULED PERMIT NO. �� COMPLETED �� ADDRESS ��``��O G�O/��L' �- OWNER CONTR. TELEPHONE NO. W ❑ FOOTING OPLUMBING RI ❑SITE INSPECTION �❑ FRAMING G' MECHANICAL O EXCAV./GRADING/FILLING � C INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS � C� WALL BD. ❑ METER SETlfURN ON ❑ COMPLAINT 2 O FINAL ❑ SEWEFi HOOKUP ❑ FOLLOW-UP Q❑ FOUNDA710N ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: Q Y�� \ � '� �' 2 O W � ��T �� l�{� P r a ��.D �� a � ;r � � � �'— � � Ge i �✓L � O � W � Q � 2 W � W � � Q W � W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN ❑ CORRECT WORK AND PROCEED � ;; CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING � CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. O INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Co "' ite Inspect�e�F/ � 447-4230 re�aw cop�isirs ruoocs wnins copynnaPecro. s Frb DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTICE SCHEDULED PERMIT NO . q (� d` COMPLETED q� � � '( �� ADDRESS � � �mPY►C.K�� OWNER CONTR. �. TELEPHONE NO. Ii ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SETlfURN ON ❑ COMPLAINT 2❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. O SEPTIC MAINT. ❑ F�LACE J❑ FIRE PREV. ❑ PLUMBING FINAI � = C MMENTS: J Z � rh � � W W a � � O � � �� ! � �"°'"' � � C � �' S � Q � 2 W � W � � O W � W ORK SATISFACTORY:PROCEED � PHOTO TAKEN CORAECT WORK AND PROCEED �❑ CORRECT WORK. CALI FOR FiEINSPECTION BEFORE COVERING V ❑ CORRECT E ION WITHIN HOURS. INSPECTOR WILL RETURN. O STOP OR R PO D. CAL INSPECTOR. ❑ INSPECT N R RED. C L TO ARRANGE ACCESS. call for t e n t i pecti 24 hours in advance. Owner Co tr. on site Inspector 447-4230 rs�aW coPy rancs wnm. cqoyn��cra �s F�b ��' v �� DATE TIME CITY OF PRIOR LAKE �-fJ� �i��b-�� INSPECTION NOTICE SCHEDULED PERMIT NO. G ��(4' COMPLETED �" z-�"�4' ��'� ADDRESS IQ.� �O l_Q�.YV�,(itl�- � OWNER CONTR. � TELEPHONE NO. li� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � INSULATION ❑ WATEFi HOOKUP ❑ LAKESHORE/WETLANDS ALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT ❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FtNAL 2❑ DEMOL. � SEPTIC MAINT. ❑ FI PLACE J❑ FIRE PREV. ❑ PLUMBING FINAL ��, �� = CO MENTS: J Z � 0 w "� ►�UZ' a � � 5 � ¢ O � W � � 2 W � W � � O W WORK SATISFACTORY:P ED ❑ PHOTO TAKEN O ❑ RRECT WORK AND 0 ORRECT WORK. C FOR REINSPECTION BEFO E COVERING ❑ CORREC AFE N OURS. INSPECTOR WILL RETURN. ❑ STOP DER P D. ALL INSPECTOR. � INSP TION IRE . CALL TO ARRANGE ACCESS. call for the ext i p tion 24 hours in advance. Owner tr. o te Inspector 447-4230 Ys/� �py/� ry� NTite C.opy/Inapsctor's Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECT NOTICE SCHEDULEO PERMIT �'<< 4 COMPLETED g�3� ��:0� ADDRESS � d( 8 � Co►'n rhe.rCG �VL OWNER CONTR. � TELEPHONE NO. t� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING y� INSULATION ❑ WATER HObKUP ❑ LAKESHO�iEiWe i iA�vD� �❑ WALL BD. ❑ METER SETlTURN ON ❑ COMPLAINT 2 C FINAL ❑ SEWER HOOKUP O FOLLOW-UP Q rJ FOUNDATION C SEPTIC INSTALL. � SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. p ,FIFj,EPLACE �� J❑ FIRE PREV. 0 PLUMBING FINAL �,r �,�� 1 = COMMENTS: J Q o �10�' �'�e � � W a R � O � O � W R Q � W W R � Q W � W❑ WO SATISFACTORY:P ED O PH O TAKEN O RRECT WORK AND OCEED � ORRECT WORK. CA FOR PE ION BEFOR ERING CORRECT UNSAFE CO OURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. LL INSPECTOR. ❑ INSPECTION REQUIRE . C LL TO ARRANGE ACCESS. call for the next insp tion rs in advance. Owner/Contr. on site Inspector 447-4230 rs�aW coPy�n nance wn+rs copyn�apscro.•e Fxs � :S ., . . � -, , .� � .r« � �' �`.�'; ;�,. � .�ve, ..s;CJ. . �' . .. .. �_:l -... .r .1 - ..� _. . �... .... vr � . �. . �� . .1. ¢ _ .t.V' ' r9 ' .' : � . _. , , '��w1 '"oT � s-. '� 4lY�� J � " � . / ".. , . �. � •. 4. .i �� „ . Q'� -. 1 J y �w,� ,�.a ,� , � �._ , F , � ..;°; •r,+: � y a:� �� ,�.: �,,t d - i . — _ . � ,. , � �w e ,� �+ C , ,r �` . . � � .W�1�Et� _ �- � . _.'. � .�'_._. _ ='t�: �`� s�, �i �� e � � .. . . . . .. � ' . � .. . , ... : _' ��1�4 r "v' i � e�►�r . _'�1 �'� 'a�s ^ ' � DATE TIME CITY OF PRIOR LAKE CALLED-IN tNSPECTION NOTICE SCHEDULED PERMIT NO . � ' < < Q' COMPLETED � � � �4 V = �SU ADDRESS � 4 ' ( 8 O Co ^^ "'`.�-�`c L �vL OWNER CONTR. � TELEPHONE NO. lL� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � C FFiAMING O MECHANICAL ❑ EXCAV./GRADING/FILLING y❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS �❑ WALL BD. ❑ METER SETlTURN ON ❑ COMPLAINT Z � FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FiNAL 2 � DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � W = ENTS: J Z 0 W �c.�.,�,_ \ o W � 1...3 Y � � P,, �, vL U o � _ S 4�-0�- S 0 � W �?, G�e �.- � � Q � z (� � r � �� . � - • � W , �l � Q � — � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � LZCf�RFiECT WORK AND PR�E�---- O r - vTr ORRECT WORK. CALL @►V" RE COVERING UT CORRECT UNSAFE CONDITI HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next 'on 24 hours in advance. Owner/Contr. s Inspector 447-4230 Yelbw Capy/Sits Notice YMits ('.opy/Inapecror's Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED PERMIT NO . �/ �/� COMPLETED �i��'� � ��- ADDRESS / �8d �D/�/J'lG>?1�� '��G OWNER CONTR. � TELEPHONE NO. lt� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C LL BD. O METER SET/TURN ON ❑ COMPLAINT INAL ❑ SEWER HOOKUP O FOLLOW-UP ❑ FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. � SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PWMBING FINAL � = COMMENTS: J Q Q �.0 l � � � � � N �' � O M �- � � , < � � � �i � - Q � 2 W � W � � O W � ¢ O � RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN u CORRECT WORK AND PROCEED � C� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V r' CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C� STOP ORDER POSTED. CALL INSPECTOR. C� INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. on site Inspector �� 447-4230 rMaw Copy/SM Nofics WAits Copy/Inapscror'a Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NOTlCE SCHEDULED f �-2��`�� '� PERMIT NO. � � ' ( � � COMPLETED ADDRESS �4��Cb Coun i�-e rc.-e �-�- - OWNER CONTR. � TELEPHONE NO. lL� O FOOTING �LUMBING RI OSITE INSPECTION � C FRAMING ECHANICAI�'� ❑ EXCAV./GRADING/FILLING � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANDS ❑ WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z C FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL � ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J C; FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Q ` Q IC� �O � V A 1� � J`� �- � � � � �� Q � lia� �Ol (��:�ti, - SJ�O�OY� \.1 , �� Li.��o v"� o � �-�� 0.� 8 •� ��-,J�,�z� �� lw�� ' � ��1� pr� r�T�S Q �C�IC�I S�...S�r,'�� J c.�1,�...QS OlL w i � � ° � l� . s�--�tt rr �-. �� w� .t Q 1�.v-f ,� L��l�1« t k#-� n r�- 3G �-� Ve.t�-� t�e ,ex �� ' �r � �.-� �(.�,(--�� W �� O t` Sc,,-� � 2 S'�— "_ � � I�,� n j �� 4tau��x2 O�Sa�� d W � W C WORK SATISFACTORY:PROCEED O PHOTO TAKEN � �ORRECT WORK AND PPOCEED � � CORRECT WORK. CALL FOR P.EINSPECTION BEFORE COVERING �� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the next i pection 24 hours in advance. Owner/Co tr. site Inspector 447-4230 r�aW coP��rs ' wnns copyn��ecror�a F�s DATE TIME CITY OF PRIOR LAKE CALLE0.IN INSPECTION NOTtCE SCHEDULED _I I _� -�'1 = �G PERMIT NO. C1 � — �7 COMPLETED ADDRESS I `(/ &� `C�- - -v-Q �� , o OWNER CONTR. � TELEPHONE NO. lt� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSUTATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z�FINAL O SEWER HOOKUP ❑ FOILOW-UP Q C FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL 2 C DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. � PLUMBING FINAL � = COMMENTS: � Q / I Q �K.si/1Q.�.�C�_YS I-�' S� v�o�.v�P � O 1� �� S2C , 70 P�I�✓t, � o �- ` W ��2�.. U�. '^,,.._c� �� r. DptlATC�J\ 1 C�.�� . I�OI�IU�S J��C. a c �-C�aJ - �--�r - �/a s {�� .r1'-4,�: w. c�-'�-�-, j 0 o O a..�._.fA ' Jzos�c� �� ' 1 l � � Q � ¢ 1.�, �A � r2Cl� c�-.-S /�u-�'�— � � W Q Q � 2 W � W � � C7 W � O �WORK SATISFACTORY:PROCEED C PHOTO TAKEN �� CORRECT WORK AND PROCEED � C:� CORRECT WORK. CALL FOR PEINSPECTION BEFOFiE COVERING U C� CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C; STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Con . ite Inspector 447-4230 YMbw Copy/Sits wnrts coPyn��xror �s F�s DATE TIME CITY OF PRIOR LAKE CAILED-IN INSPECTION NOTlCE SCHEDULED PERMIT NO. /�� l�� COMPLETED � � —/ ADDRESS ��"�� / OWNER CONTR. TELEPHONE NO. W ❑ FOOTING OPLUMBING RI ❑SITE INSPECTION � ❑ FFiAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ INSUTATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS � C WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT 2 C FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J ❑ FIRE PREV. �LUMBING FINAL � W = M NT : �� Q _ S 2 ' O � 61= - � W (�1�- a t S r '� � e 0` � � �. • o dk- � W � Q Q� � 2 W � W � � O W w L'' RK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �- CORRECT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. G STOP ORDER PO ED. CALL INSPECTOR. ❑ INSPECTION R UI LL TO ARRANGE ACCESS. call for the nex i n 24 hours in advance. Owner/Contr. si Inspector 447-4230 r�aw coPyism. naocs wn�ro copynn�rof s Fib DATE TIME CITY OF PRIOR LAKE CALLED-IN INSPECTION NO SCHEDULED PERMIT NO. /�r ��T COMPLETED �ZC�1J� Z, 3 � ADDRESS �,� �Cd6��/r��,CCC /��e-- OWNER CONTR. TELEPHONE NO. W ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � C INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 G WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z O FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q❑ FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPIACE J❑ FIRE PREV. O PLUMBING FINAL � = COMMENTS: �ir� ��5 � J o � a 5 S I Z l� 2. � ,� 1�--- � � W � � � O ¢ O � W � Q � 2 W � W � � W � W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN �❑ CORRECT WORK AND PROCEED � �� CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. G STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr site Inspect �/ � 447-4230 r�aw coPyisrts nanos wn�e ca�yn�apscror •s F� WATER METER SLI P �i � � �/��, �� B.P.#: 9�-il� �� OWNER: �� N `�..�, ,�} I // SITE ADDRESS:•�'� � ;,�;_'t_,t��.� 4,I r`�-' � � � G CONTRACTOR NAME : � �,-,� " 7n�� / �i ADDRESS :�J �' � . / 7 v �� ' �,�1�t ,G.�,¢ , �/ //l�, DEFERRED PAID: `� _—._----- PAID WITH PERMIT: WATER METER # : `�' �/ � / � I� / f �� l./ � ��(� � � � - `� r` t1 � � . �'/z� Cc�, �.�c, �'/z3/9 y WATER METER SLIP B.P.#: ��-/i�' � r � , � �� • OWNER: % � � � "� � y�� .i, i ,/ f/ ! SITE ADDRESS : _� 7/ 1 � ( .ir,-;,:-�,��: rT i � �r:-r� � � �- CONTRACTOR NAME : , � G ,.t?�i.�.✓ �� -f�l'�Yi-,✓-� " / ; ADDRESS : J �O !.v 7� ��T /�-c�. ��t -7� //lr- � ; a DEFERRED PAID : __ L,� � PAID WITH PERMIT: �� WATER METER # : _ �� .�"�c� y � � �� DATE TIME .� CAILED-IN .. N�TlCE SCHEDULED I=30 - � o" 34-°1�l . cRMIT NO. � �I — � 1 � COMPLETED ADDRESS l� �.e„�,,,,,...�,-t� L�-� t� 1 e�' 2 OWNER CONTR. � TELEPHONE NO. tt� ❑ FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILUNG � ❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHORE/WETLANDS 0 C WALL BD. � METER SET/TUfiN ON ❑ COMPLAINT 2�FINAL � SEWEFi HOOKUP ❑ FOLLOW-UP Q❑ FOUNDA710N O SEPTIC INSTALL. ❑ SEPTIC FINAL 2❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ F'LUMBING FINAL � = COMMENTS: ��^`"5 �'° �° � � �� I• �r1�tv�G �,�1�� - S.,�i- �`��I�+us Z (� Q ��i r� StJD�ne r� I'�at� Vc�UQ t Sc�iauv �z1 ��✓� 6 � 3. =rS4�.,U., t'� t-a�ks �r- a� l��C , � y. �� „�1 a�� ,� � � � 5 ; t� � �_� I . ( i_`r. S � U �Pe�� 1�� ec i� �¢ �� l-1U?C. FJl�ciiv� CSY\ ��l �. Ytit�SC lo-Q �.OW I ln- `��v l � S�A S�t a-� �. C� �s�C t E s ��-� c.r� wc,s-�A �... 1�{� �� i s3 ¢ �O� .LJtigT� �n.lY�.+�D�l�. C�t'0..�o 1o0_T�S c4- Gl.SSC1�� "� � Or sc"�- �--es �-9 . W � b �T �.`t-e ,� � D n,os.ra �� j � � i jC��L� (�r. � r 4�� o }�t�5 ;�n ��>� O � W � W C WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 0❑ CORRECT WORK AND PROCEED ��CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING �' CORRECT UNSAFE CONDITION WITHIN HOUAS. INSPECTOR WILL RETURN. C� STOP ORDER POSTED. CALL INSPECTOR. L7 INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the t inspection 24 hours in advance. Owner/Contr. a site Inspector 447-4230 r�a»-cocv � wnmscoPyn�aPscro.•sF�e s `: DATE TIME /..;.rt LAKE CALLED-IN rECTION NOTtCE scNE�u�EO �b -� .i�"7�� 2- �o -'"'� NO. � y J � � � COMPLETED ADDRESS �� -e j�"v�'� Il�, � 2 e4� � OWNER CONTR. � TELEPHONE NO. t� C FOOTING ❑PLUMBING RI ❑SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL ❑ EXCAV./GRADING/FILLING � ❑ iNSULATION ❑ WATEFi HOOKUP ❑ LAKESHORE/WETLANDS 0 � WALL BD. ❑ METER SET/TURN ON ❑ COMPLAINT Z❑ FINAL ❑ SEWER HOOKUP ❑ FOLLOW-UP Q C FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _ ❑ DEMOL. ❑ SEPTIC MAINT. ❑ FIREPLACE J❑ FIRE PREV. ❑ PLUMBING FINAL � = COMMENTS: J Z � h � W a � , i� c� � v�� i S �-c� � o.,Y,c�l; c c�.�, � �c � s S ' 0 ¢ � W� l l �. I�,c� o-�- _ W r�z L.ur� � � ��L • � Z � � W � C. C . �- � j .� � � QOt�t-e-L '��`[71_LS � p ' J W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � C CORRECT WORK AND PROCEED � G CORRECT WORK. CALL FOR P,EINSPECTION BEFORE COVERING C CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. C� STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. OwneNCo fr '�site Inspector 447-4230 r�aw coPy�rs nar� wnm� coPynn�ror �s F� r -� __.,� _- -_ __.�. � .. � _ . / , - � � � t_._ F P�rlp ' � , � - k CITY OF PRIOR LAKE �� 1. �n��e File �� i � 2. Pink City � � BUILDING PERMIT, �" ��--� Yellow Applicant �� TEMPORARY CERTIFICATE OF ZONING COMPLIANCE `'�/ `' AND UTILITY CONNECTION PERMIT `� ° I �1 I l � '` `�s j Permit No. DIRECTIONS 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) BUILDING INFORMATION 2. SITE ADDRESS 11. SIZE OF STRUCTURE ^ Cotrm�erce Avenue � / � (� (� �a��,�� = %t ` (Height) 2 c�"�`r,� � i q�h� 4f � 3. LEGAL DESCRIPTION 12. NO. OF STORIES LOT 4/5 BLOCK 1 PID ��' � c l�l — b v� D One 13. TYPE OF CONSTRUCTION ADDITION James lst Addition structural studs brick 4. OWNER (Name) (Address) (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE Jim Burdicic of f ice 5. ARCHITECT (Name) (Address) (Tel. No.) Charles Novak 14750 So.Robert Tr . R se - 6. BUILDER (Name) (Address) (Tel. No.) 15. NUMBER OF OCCUPANTS OR SEATS _� . _ - - - : ,. .. , ,� - -- - ; ` _,� _ . , . OCCUPANTS li0'1 r��n llev i . .. , _ , _ ,_. _ , , 7. TYPE OF WORK Fireplace p Septic p Heating p Plumbing p Reroofing p Porch O SEATS New Construction � Alterations O Addition p Finish Attic p Residing p Finish easement p 16. ESTIMATED VALUE Chimney O M�S�. $465 � �)Q� . �� 8. PROPERTY AREA OR ACRES 9. PRO DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width`* Depth 1�2.�+�+ Yes No X Tuly 15 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 buildin c' I can revoke this.per 't for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed ins �o s. X i_3 �` Signature License No. Dat FOR ADMINISTRATIVE USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS � ENERGY DATA � Front Back ide Side PROPOSED GRADE FOUNDATION OFF STREET PARKING PILING LOGS O PERCOLATION TESTS p IN RELATION TO CURB OR CROWN PLANS & SPECS� SETS OF STFIEET SPACES RE�. USE OF BUILDING � '�'� �� ,� c�«� , /�_ SURVEY COPIES �z-- SPACES ON PLAN � �- PERMIT VALUATION � �`(� R�, . U� PLOT PLAN O TYPE OF CONSTRUCTION: II III IV � `�^ City: Amount Brought Forvvard . $ � � .. ... . , .......... ., � �� Occupancy Group A�BjE I H R M �� .. ' 1 1 � Park Sup Fee ,rr. ) � � ....:n ... .......... $�,-� o J- � c� L-� VN.�"L. X '1CJx "(� Z Division 1�3 4 —� SAC .............. L $ �� J o� . U p ...:........... ............ Permit Fee ................................... $ � � � • �� Collective Street Fee %� $ � � �[ U� . d O Plan Checkin Fee $ ��'�7 1. �� Sewer Tap ................................... $ g ......................... License Check Fee .......... $ `' Z 7. `� °l ............... StateSurcharge ............................. $ �- _. 1'.��x ,_� C�� O a a Pressure Reducer .......................... $ I — Penalty....................................... $ Meter Horn ................................... $ „ � - Septic System ............................... $ Water N�ter .,.�. .....�-�.............. $ � c><� _ �a �� o n �� Other ,,,,,,,,,,, g Check if p Sewer & Wate�o7mection Fee ........... $ �� - �'r� .............................. )� /� Deferred O WaterTowerFee .�`l.'.5 .. ............ L 4�a .�•� $ � " Subtotal� . ............................. $ �'�l,� � _ � ( r _ Water Tap ................................... $ This Aplica � Beco es Your Building Permit hen Approv� Builder's Deposit ............................ $ __ � ... � . By, �,_.-,.. Date ' �!: y Other ......................................... $ Total Due $ � � �G r Certificate of Occupancy , ..... ......................... • r Paid . S Recei t No. . ,,# Issued Date � � B r This is to certity th� t e request in aboye application and accompanying documents is in accordance with the Ciry Zoning Ordinance and may proceed requ d. This document when si B`the C' pR'lanner constit a temporary Cert�cate of Zonir�g compliance and aliows construction to com�r ence. Before occu ncy, a rtificat of u ncy must be issued. 1 , c � — �� " 1 � � t ,� � . _ � City P anner Date � Special Conditions 'rf any � 24 Hour notice for ali inspections 447-4230 9:00 a.m. • 10:00 a.m. 9�-// � BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT � -'- � Cru1Li ' APPLICATION RECEIVED ��f �� The City of Prior Lake ENGINEERING Department has reviewed the building permit application for construction activity located at � � � � �! � � Accepted V Denied Accepted With Corrections Reviewed by: �, ,Q�/►� Date �/,�� Comments • � (�Nt ' '� . . . �� ' 11 . . f�l . � - � . . � . . — . . . • �� . "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." MEMO TO: GARY STABER, BUILDING OFFICIAL BLAIR TREMERE, ACTING PLANNING DIRECTOR FROM: DEB GARROSS, ASSISTANT PLANNER DATE: NOVEMBER 30, 1994 RE: SECOND SITE PLAN REVIEW FOR 14180 COMMERCE AVE (ON BURDICK'S BUILDING) On November 29, 1994 a second site inspection was conducted for 14180 Commerce Avenue to determine compliance to the approved site and landscape plan. Former Planning Director Horst Graser reviewed the plans and approved them on August 4, 1994 subject to ten conditions identified in the attached memo. On November 14, 1994, the developer submitted a revised landscape plan indicating landscape materials around the trash enclosure and the electrical box located on the west side of the site. i��jq�{ - The revised landscape plan was approved and a Letter of Credit received from the developer for installation for all required plant materials by November 18, 1995. Due to snow conditions I was DER,' not able to determine whether or not the parking area on the west side of the property included z h �v a radius curb rather than a pointed curb. My understanding is that the developer proposed to o�s� Rv� remove the 90 degree angle curb and replace it with a radius curb. If indeed that has been - rw � done, then that item is satisfied. cc:2R E�-Y�D �� g � Te �� The onl outstandin issue that remains relates to the three real estate signs that are located � ��° � � adjacent to State Trunk Highway 13 and upon MNDOT right-of-way. Prior to issuance of a r�� Temporary Certificate of Occupancy those signs must be removed from the right-of-way. Please � be advised that the sign located at the front of the building, and the three signs located on the right-of-way do not conform to the sign ordinance. In order to correct the ordinance violation the total area of all real estate signs cannot exceed 32 square feet and any signs must be relocated to a point that meets the 10 foot setback requirements from State Trunk Highway 13 right-of-way and from Commerce Avenue right-of-way. The approved site plan for the project does indicate the Highway 13 and Commerce Avenue right-of-way location. Please be advised that the Planning Department will not recommend that a Temporary or Final Certificate of Occupancy be granted for the properry located at 14180 Commerce Avenue until the items specified in this letter have been resolved. cc: Building Permit file DGLT09 I � {.�` �r�� `� �-- 'I --�\ . � t / ,� `�� , - _-.__._._____ - - - - � � -�.--��:.. �� [j�S�S1i t t�i�F��itTC _ � - _ . �f �--_ - _----= 7fC1.7� �7�fr]CT�I � .X.[.p�. �.,, � ` (J�-� " _ �-_L.�`i-- -- -� - - - - --- � �t,itl.DtN6 � Z i ' , . w �^ �, � MtN. � o' ' Co �t ( LDi P16 ( j 4" � � E�C15T. ( r � - WA� sT�,t� I � , , i �C 15 � . 4" �+N (Tf�Y � — S�UE. - IN�I. F..t_. = q2�. 5� � , • �g�� WazER � — L.INE i � � , �-J�' � � L� � i0 SAIy tTP�`f i ___''`_ _ �_ `� i t -- _,_ ' -____- ! -- - -- N iv+iAY ► 3 �% ITE. f�AN �` =(pD � .-�{, I hereby certify that this pl�, specification, OT ropor! was prepared by me or under my direct supervision and I am � duly Re,;stered Ar it t der e Iaws of the State of P✓linnesota. Date � � �ReQ. No. 8687 � �� .... ` ��: •�':_ , , ,. .�f�:-ation, or r�port �ti�^.. , ; rF:�: _�y __._ c� ;�ci:. .n� dirECt Gu�ervisian �:,d t�:at 1 C�ITl Q uUl'y' ii°�j::,te:TGC iilLll�: ll'i�:�'I' i:l° �QW3 0[ L .�,IQIE Of f✓I1T11`!ESOt<.�.. �� -e-...�..�..... �..,,.<..�� Date��Req, No. 8687 11 4' FACEER:CK T❑ MATCH THE BUILDIN� AND 6' CONCRETE BL�CK � ME1AL COPING � � � i 10°� , 3`-2' 3'-0' 3'-2" �, � Ip^ v i �, 10' �;11'x6" THICk: b" CON� BLK AND z � C�NC, SLAB W/ 4" FraCEBRICK �� o �i e"x6" 10/10 W,W, � � � �� MESH, �L_��E CONC, BUMPER, DOWEL � r-, �r1WAY �ROM DRS, INT❑ �LAB —�, 0 . . � � � � — — - --- --- — — — '.. . I '-�' � �� lc`-0" 1 �, v � r � '' . � � — — � Q — — — �i' C�NC SLAB W/ 16"xci" CONC� 1 6"x6' �u/1G W.W,M. FG❑TING W/ 1 AND A 12° THICKENED � #5 CONT, L FRDNT EDGE 9' - 4' 0 �� SECTION AT TRASH ENCLGSURE L--1 1/4" = 1'-Ci' �__- ENC�OSURE PLAN SCALE 1/4" = 1`-0" Co" vlJ/a"TE� SEpvtc� P�� C.�V�L�MFu�'� {�� CEj`{ ° ?- � �'n�: __ �_ �� ._, ,,i��n, �,:c!!�caiir�n, or report - . ; ,. !�; :,,; � , __ �, dirz�t �uuervision and that � W — � ,-°-� .;a�y :eg--._._;.c .:.� ,:r.�1�.r }�:: ;a�,vs of LZa .��,�C,� 1Jiiti;lcsOtQ. �// //J / /// i1 �� 4 D,e J"�/9� . R�:�. No. 5687 �.._._ ..�. , . W ,B-2 � DA�HED LINES INDICATE A 2x4 FRAME WALL G1/ S/�?' GYP, DW ONE SIDE FR[7M � = AF.�VE �LG TC1 DECK � `ti �' W W z D,lO1B yJ D,105B � � I� ��=; Ea T HA�� Q Q Q � o�-- 'S�KINKLE.� VhLV� � ?K � FD W1,TE2 ME'{'E2. I � " ACCESS C�OS� �'� � 1 1 0 '^'' � � � -- � .T�. I��T M.TOI�ET 1 V� 6'-5 —�' 3'-`�� 3'-4" " 6�-5n ��J � ,• ALUMiNUM SHIPS LADDER TYPICAL N❑N—L�ADBEARING FRAME WALL sEE �F+EET B-z AND THE DEMISING WALL T❑ BE 4' STEEL STUDS AT 16" ❑/C SPECI�t ��TION.� WITH 5i8° GYPSUM DRYWALL B❑TH SIDES �RC7M �L❑�R DASHED LINES INDICATE A SLAR TO THE B�TTOM �IDE OF TI--1� RDOF STRUCTURE� 30'x54' R�[J� ACCESS HATCH, SEE �PECIFICATIOPJS I he:�:by c�;_`:•`-: rk:�,�� _�:�� t,ecilicafion, or �port' � was :_i��Yare�i b-�r ��e o_ �.:�c�r �� direct superv:s�on and thctt I c�:n uui� Re;iate:�-d �_rc:,iie�t ndar tne laws of the Siate oi ��ir�n�soi�. /� /� � ..._..__ Date��Req. No. 8687 2 -5'x4'-6' METAL R❑OF N=,TcH w� INTEGRAL INSU�, 3•x3�xii4^ ANr,LE WELDED M:TA.L CURB, FLASH TO THE TO TOP pF JCISTS, C�hJT F:IOF MEMPRANE PER THE AT HACK ❑F MANSARD F�!�]� R`-i0� MEMBRANE MANUFACT, �RAMIfJG R!� _COMMENDATI❑NS S"NGLE-P�Y MENBRANE RCOF� �p' pppF 1 0 p1ER TAPERED EPS PppF HAT�H PN � �` I�lSULATION, THERMAL BARRIER \� A'JD 1 I/2" METAL DECK � � ; � S 45 ❑�EN WEB STL BAR JOIST, � �� "` ' � - �� a = �� , �,�„� S=E STI?UCTURAL PRAWINGS—� `_ - -\ --- - - _— _ _= — \ � _� � � �� SUSFFNDED AC�USTICAL '� ` /. �\ ,/ , — Zx4 LIGHT GAUGE ST� STUDS P 16` �iC LAY-IN CEILIN� � \., � � W/ 5/B' GYP DRYWALL ❑N ❑NE SIDE i 5/S' G1'P Dk'wALL B�TH ` \ _ —� 2Y4 LIGHT GAUGE STL CEILING J�ISTS SIDES �F 6' STRUCTURAL \ % STEEL STUDS E 16` ❑/C ' @ 16' 0/C W/ 5/6° GYP. DRYWALL CLG. � PROVIDE A 1 1/2' STEEL PIPE o � FLUSH H�LLOW METAL EXTER]OR DOOR HARDRAIL ON �NE WALL W/ L,'ALL RRACKETS AT 5'-0' MAX. IN A 2'x8 3/4' STL�CK H,M. f RAME A!_UMIN�iM SHIPS LADDER PEP. WOOD SOL[D CORE D��R IN A STOCK ?HE REQ, ❑F" THE MN, BLDG, CODE '� 2'x5 3/4" H�LL❑W METAL FRAME LJ`' SlB" GYP DRYWALL ON R�TT, o' �iDE WHERE IT PENETRATES G'ALL— — iU i � � r TNIrKENED FLO�R SLAB BELOW � FPAME B[AR1NG WALL, SEE STRUCT, P�-'A��!]FJG� � �� • • — /~ �D I (`� �� SECTION THRU SH IADDER 9t RDOF ACCESS HATCH I �— � Z 8' = 1' cv 0 2 � � d' ...I J �/1 � I: i 3 J J vi 3� Vi 3 J J � � N � l7 l7 f/! A l^ F: U l7 V/ Fa N F7 l7 l7 N F7 f� q Q 2 � S Q 2 Q S Q 2 Q S J J J J � � u .a u .a � � u .a � u .e J � u a � .n � � W W W Z � W W Z W W Z Z W W W Ll V- S F- � F- I Q 1- E F E F S c a a a �' �' a a a a a �" a a a a Fa Fl J �Y J � G G J 2 J � F] C� J d.' J � w w a� a � w w a� � a� w w a� �� a Q a � w w ca , n - w w a ° p a � w w o � a f!'1 a Q. 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I I I � I ( � I _ � i �. � , " _ , �___.�1 �'-L' I • ��.� � u � t.-� '�-1 u I�a IJ C� L-1 l:: I C.� C..� L) G �C ! l� � C.a L.J t� C7 G I. )�-i C1� . i h�- _ ;::�::,caiiCn, o: repOPt �"x5 3/4" ST�C� `._ _ _ , __.� �..�. .� . � �=� ° r '?? % C7?@�.( Stl^�:'V'Si0:1 and thttt HC7L�OW META� F�R��. ��:: �� ,��: :.��-.«��r .�_.u�. � 1 1:� ecz .� �, �� ttia lcr��s �, ;�,a � `iint;25ota. . _ _�..r V �```�=- _R�:',. No. 8687 _� rv I �� ir ��_ ,`�n ii �,_ � ; - 'I =' A��D, N �'� � � .� INTEROFFICE MEMORANDUM TO: GARY STABER, BUILDING OFFICIAL FROM: VERLYN RAAEN, ENGINEERING TECHNICIAN RE: NORTH LAKE OFFICE BUILDING #2, 14180 COMMERCE AVENUE, BUILDING PERMIT #94-114 DATE: FEBRUARY 6, 1996 All punch list items referred to in my November 14, 1995, letter to B. C. Burdick, Burdick Properties relatin� to the fire hydrant at the above referenced location have been satisfactorily complete�. There are no Engineering/Public Works Department punch list items remaining to be acted on related to this building permit #94-114. NOLAKE.DOC �� PR IO . - �' -w � �� : ( � � •, .� J � �'' r �-� a . �j� v E � �.� . . November 14, 1995 Mr. B. C. Burdick Burdick Properties 684 Excelsior Boulevard Excelsior, MN 553� 1 RE: FIRE HYDR�NT AT NORTHLAKE OFFICE BUILDING �2 14130 COM�iERCE AVENUE , Dear Mr. Burdick: The fire hydrant which was installed by Alta Mechanical on July 1 l, 1994, as part of the buildin� construction project at the location referenced above was found to be non-operational when city personnel attempted to flush it durin� our 199� fall flushin� program. Our records indicate that there was a similar problem with this same hydrant in the spring of 1995. I do not have any information as to how you and/or Alta Mechanical were notified of this deT'iciency at that time or whether repairs were made. Please arrange for service of this hydrant immediately. Public Works Supervisor pou� Hartman must be notitied as to the time when the service will take place so that he or his representative can be present. He can be reached at 447-42.i0. Other items related to this hydrant have not been completed. They are as follows: I. The tlag on the hydrant does not meet city specifications and it must be replaced with the proper fla�. 2. The hydrant does not meet the city specifications regarding the 24" distance from the ground surface to the centerline of the operatin� nut on the nozzles. The hydrant must be estended with the appropriate factory e�ctension kit. I have enclosed a copy of the detail from the city specifications illustrating the proper instailation related to items 1 and 2 above. Please keep Doue Hartman informed as to the progress on the items above. Sincerely, � ,!J�� 1:�-A-e/V � �� 1 Verlyn Raaen Engineering Technician CITY OF PRIOR LAKE VR/acj Enclosure cc: Don Grendahl Alta Mechanical 162f��e Creek Ave. S.E., Prior Lake, Niinnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQ�.4L OPPORTliNIT`f E`�iPLOYER � ; GON'ROC�OR TO FURNiSN iN01N5iAl: f��_X1-F��G, NaR01C F18£AGUSS,:NC. CR � ;►PPRCVED cCUAL CM �AC:i M7DRAHT TO 3E INCLUDED iN TNE CONTRACT PRIC� 910 FaR M70RANT / � f 2 � i,;� S, � P4C�R HY�RANT �� IC� � � / Wi TJ :, n , i� / �' 2a �� -- S; 0 E'rv ;. L:C I � � ` � I I � i � � � �. I '/• � , �;/3iiiGii.G,:��: y/i! � � � _ I / ,/ I ' : fk.ii�..%i///i4.� � l � �, i W� � I � I _1 I i I I i I VA�vE 3CX �: i I ?,, ,i .LS � _::F!c0 � � �, � � Ci I � � i � - � I I � � �i � I � _: w I ' I a f I � � �' ,�. � �� I Iw � I � � , �' 'ai � 4 ? .�.7=�5 � _J �:,�0 a cr, _ ' � , �F :x��:F_= �2 ?0� i 3 � � � —r., �'�' I I _� I i I t i /;i� � , I ^ � �� 1:.�� c �ocr:,S- _;NC?e ' � ; /�j \ ° - %:-+ L al�cx Y / ' \, � � ,�: � �: � -`r�� % -/ ��+ f ..�:1��( � i � / �� -.-..,.�, t , / ,.a� VAL'� _ _ � 3raC:�G � �� RE=:S' �ONC.i�'- 15 ax��F % / ?.�.5� AS �7°_=: ;c� � / " /, / HY,�,RANT .9 VAL`/E �,,, 3� NOTE+ rZETAINErZ SL1N05 MAY 3c RCODED � 4 RC�^.5 ; UScD iN UEU OF T1E �OOS. � NCT£ � A�L „'fOR%.:�TS SMALl 8E GIVEH ONE aDOtT10NAl. CD4T OF ?a1NT aF�EA INSTALL.3.T1�H. � AL� �.BRAIOED SL'RFACES SH4LL 9£ CL:ANED ?RIOR TO AP?�ICATION OF THE =1NAl. '!�' 0 �OAT. aLL AT NO ADDlT10NAL C�1APfN5aT10N. � � APPROVED� �rp�c.a� HYDRAN C1TY OF PRlflR LAKE 4 �� 8 � 8 8 iNS ;,�L! � ��oN ENGiN�RiNG DEPT. F°R STANOARD PLATE � va�vE eox iN acu�EVa� �� NUMBER 3�4 = �T�,II� I C '. PROPERTIES, INC. 684 Excelsior Boulevard • Excelsior, MN 50331 November 24, 199� Phone: i612) 474-5243 Fax: (612) 474-7543 Mr. Verlyn Raaen Engineering Technician City Of Prior Lake • -^ ��- s� ; µ . ! ; - w • 16200 Eagle Creek Ave SE �� , , ,.� Prior Lake, MN. 5�372 '��.w � r.,,; Re: Fire Hydrant at Northlake Office Buildin� #2 14180 Commerce Avenue Dear VIr. Raaen, I have received your letter of November 1�th and hasten to reply. You apparently do not have any information as to how we were informed about the hydrant as I do not believe we were informed in anv manner whatsoever. This is most untortunate. If we had been informed in a timely mar.ner, we could have very easily called upon Alta Mechanical to make the corrections. In fact, we had a holdback on the �eneral contractor for at least six months after this work was completed. In addition, we had a guarantee from alta Mechanical for one year, which unfortunately eYpired July 11, 1995. I tried to call Alta Mechanical several times in the past couple of days but I received a recording. I have left my number, but Don Grendahl does not return my call. I also tried to call vou today, Friday, November 24th but learned that the City officed were closed. Let's call each other during this coming week and get this matter resolved. One riec� �: ir�vrination that I�L�ou�u �ii.� t� Fla�, e is e�activ how hi;h is ±his hvdrant frcm :��e concrete walk. Cordially yours, , -, �` ) �' . ; '�; �--� ( ' .� �!�. �, � , �, , ° �`� :%? � ' " ��' B.C. "JIM" �URDICK ;' BCB/clm �.. �� . ,, �>, ; � � . �„ k : ..,;� �,� . . � �� " �� . A'r.' .y d.1� �F 'B URD I C `� PROPERTIES, INC. ^ 684 Excelsior Boulevard • Excelsior, MN 55331 Phone: (612) 474-5243 Fax: (612) 474-7543 November 27, 1995 �{�.��$„��. � d 2 9 1995 Alta Mechanical Contractors 19260 Mushtown Road Prio Lake, MN. 55372 Gentlemen: I have been trying to reach you for over a week. The woman who answers the telephone when I ca11440-3779 refers me to 432-2517. I have left messages at this number requesting a return call on three different occasions, all to no avail. At this time, I wish to have you contact me in regard to Mr. Verlyn Raaen's letter of November 14, 1995. Cordially yo s, � � �' i :✓ / . .�� ,.��. � /�� B. JIM" BURDICK BCB/clm Enclosure cc: Mr. Verlyn Raaen, City of Prior Lake �hi � �fNO 3�� —_ y — �i+! �� (t; 1. Pink - File 2. Green - Ciry �°� �� ,.�� CITY OF PRIOR LAKE �, ` � TYPE OF STRUCTURE 3. Yellow - Contractor � r „ 7 �4629 DAKOTA STREET S.E. Permit No. ?� �` �ingie Family Two-Family Multi-Family PRIOR �AKE, MN 55372 '�.j Commercial �_ Industrial Public Other -- - ATING APP�ICATION / PERMIT Date � PID # .�.� •' / y� _ (} O � —L JOB VALUATION FEE $0 -$1,000 2% of job value, min. $20.00 Site Address / � g['� � j $1,001 -$10,000 $20.00 for the first $1,000 plus $1.25 for each additional Lot Block � Addition $100.00 or fraction thereof to and including $10,000. Owner's Name � , . $10,001 -$50,000 $132.50 for the first $10,000 plus $1.00 for each addi- Address �o�� _ �� -j � �V tionai $100.00 or fraction thereof, to and including $50,000. Heating Contractor �' Address a ' $50,001 and over $532.50 for the first $50,000 plus $7.50 for each addi- tional $1,000 or fraction thereof. Tetephone # �� —� 7 7� The price of your heating permit includes one rough-in and one final inspection. Furnace Make & Model TYPE OF SYSTEM Additional inspections will be billed at $25.00 each. Warm Air Plants Model Size Gravity House Heating Test Record must be submitted with building permit number before build- Conn. Load Mechanical ing certificate of occupancy will be issued. Air Conditioning Fuel Flue Size Vent. System HFAT CALCULATIONS REQUIRED with number of supply and return openings listed HEATING OR POWER PLANT per room with CFM's per opening. New structures or additions send floor plan with sup- Supply Openings ply and return locations shown. HEAT LOSS CALCULATIONS, PAYMENT AND Steam Return Openings Hot Water APPLICATIONS MAY BE MAILED TO THE CITY OF PRIOR LAKE, 4629 Dakota St. Radiation S.E. Prior Lake, MN. 55372. Input Output Speciai Devices City Hall business hours are 8 a.m. - 4:30 p.m. Edr. Other Devices ALL WORK MUST BE INSPECTED (ROUGH-IN AND FINAL) - CALL CITY HALL Cfm. 447-4230. TYPE OF WORK I hereby apply for mechanical systems permit and I acknowledge that the information Afterations Replacement {Vew Construction above is complete and accurate; that the work will be in conformance with the ordi- nances and codes of the city and with the state building/mechanical codes; that this form Repair Est. Comp. Date does not become a permit until signed by the BUILDING OFFICIAL; that the work will be �, / J � / � ;/ in accordance with the approved plan in the case of all work which requires review and Est. Cost $ qS . OQ Building Permit # l`f' S` approval of plans. HEATING PERMIT FEE $ � a�� S� � STATE SURCHARGE $ .50 pplicanYs Signature te p ��, ( TOTAL PERMIT FEES $ ya 3 ��O Receipt # � d ` �— �~' "`�'— �—� � Building Official's Signature Date ,I I ; : � � �: . .. , , _ i . � .�� .. , . .� � . r, � �,.�. ..� � � � , � _ � �� ,, , • � �� ,� ,� �� ,� � - � � �?' �r5� ��"' * � r F C , Y� ��' �� r �a.� �ti��5 � �., �c'is � n � t �� 9 � ri� �� "', ,�- < . ic � :� �� qY �, y'�� .° �� c . ,�'' � : r _ . � x .: . !� � � ��q � �e ; � � f C�,�, � `� ,+ � � �; k � 9 �� *' R � �� .•� . � � , � .�� '�"'� � .. ��;�+' , t,�t�d � .� N. ��t �r � �� c,; Y'�;� `� �{.� � � �t. L �. �'� §y . "F ' , �'- '� µx d a : �� % �.� �, � a �, 1 '0 ., 8 �� h;.' _ . �� ; `��''� ' `�y ' '��,�' +4" ..�.-� .4 �� T i � t.b �' �� 4M1�.�{�`� ti.`� �,,a � �'�� s �t�� c � a� r � � k �:�� + rt y�. �. }� � 4 t "'�f� ' r y . 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S+K � i{ > '°�' . � �� ,e ��".�#� � �i r , . ? . �' u+� � b k:*`' w �+�, . ,. � $ � Y� � . .. ; y �' t . � ° ��✓' �" � �"' ,�r*? � ;,i� d �` , pg a5+�a'.� 1 �� '��IJ �' ' �d �� . , . `; a$'�. ��`.tNaa4�3:�1 :��' : � , .. e � , .. . $� �" � e,.11 ,., i �4 '�..�'.; ..,t�_„t.....e k„�i.'V,a� Y. � _ . . C I TY O F P R I O R LA K E 3: �;; w Applicent PLUMB/NG PERMIT # %s�—%�S� O � pRlp� Appiicant: ��'�. L�' Phone: ��O�a�� Address: � l.t�(l • `�'' y Signature: � '"' Legal Description: Lot � Block / Sub: / � t� �1 Site Address: / � Building Permit �- l'l/ PID # �J � - % �/ � - Ufy �f - L% M ��'NES�� P NOTE: This permi witt�o e processed without complete information. FIXTURE UNITS Unit Duantity Type of Fixture Amount Total Bath Tub with or without shower $ 6.0 Dishwasher $ .0 Floor Drain $ 6 0 (P Lavatory (bathroom sink) $ 6. 0 Laundry Tray (1 or 2 compartment sink) $ 6 Shower Stall $ .0 Sinks: $ .0 Bar Sink $ 6.00 Water Closet (toilet) 6.00 Rough-ins 6.00 Water Heater 6.00 Water Softner $ 6.00 Stand Pipe (washing machine) $ 6.00 Sewage Ejector $ 6.00 Backflow Assembly (RPZ, Double Check, PVB) $25.00 Backflow Assembly Test $10.00 Lawn Sprinkler $25.00 Other G�� ' �j !9, D� (� $ 6.00 Miuicx�-F�e L �C� Q/' !," � �q� D00 • $25.00 / g •� SURCHARGE � bpS9 � y'� GRAND TOTAL $_ 9/� , 9S This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the amend ents thereof. �3 `�� g RECEIPT NO. �r f DATE �G - ATTEST Call for all ins f ns 24 hours in advance. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / FAX (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER h4�ly�y4 yy�b4 S c11 42� 2<<� CHH� NUUHK HkCHT bl • / _ C H A R L E S N O V 1, �C 1, R C H 2 T E C'r 1i75o 3outb �ob�ert lk�il •OOal�ofi�t, ■ g066 ��: �cu/o�-u5� �u M�a�er: cu��13-22ss DATE: �� 'i�0: ' ,� c 7� ��.s�� __ - -- 1rROM : 5��t:e�.. ,�rs'�hi tect _ _ _ __ _._.�._____.v... -- -- r�,E�t��?i3S:_=�i._. �'d __�____. , RES ------_-.. f_ ---- —.___- RFJKARKS : � -- 1io. OF P?►CES: �' ( Il1CLIIDING GOVEtt SHEET } 1�'.�X TI`dAN SM = TTAL b4%1y�94 by�y4 a o12 4L� 1"[�5 CHHS NUUHK HkLHT HL .�. EX2ERIOR ENVELOPE AVERACE "U" CONPU2ATION ?�'nRT1�T,AI�E C�1�FTC'F C'H,1�TT'R, BtJTLT)11�'�:, �T��. L Ovrter• Jirn Rurd? Ck, 42f� 1_ake Street , fixcels? c�r, �t'� �5'i"3 i Site Addteos• i{i �l�wav 13 at Com A vPnue, I'r.ior ?.�ke, M�� llrchitect: Charles Novak Rnsemount� Minneaota 1. Ttst�l exposed well aren: �''�'� �s.f. x.23 � ,57f � 2. 7ota1 rooffceiiing' ares: �Q.�aa •.f. x,�6 (,4t? DETERMYNE WORKING SQUARE FOOTAGE OF EACH: a_ 6" Insulated �'rame j�all w/4" F�cehrirk i'eneer 5,c?�5 6.f. b. Alumirium F'Zan?ec) tdir��ws w/1" Insul�Ce�1 i;1fl95 I.65� s.f. t. Tns?��ated �Iollota "1etal Po��rg ��' �,.f. d, �Slum�hUm rul l rlass l�n[.r�1nCe 1)n�rs a��- s.f. e. _ ..f. f. ..f. g , s.f. s.f. ��:iE�c�°iiti� "�i �iA;..L'� �JF �ac: ��L�., s��MENT: e. 5005 o.f. x c�.�4 „U,� 200 b. ��— �.f. x ). , �� —�T �. �� e.f. X .-�� "U" �' d. � s.f. x �.�'_� �,�� "�� e. ~ �.f. x "U" f. �.f. x „U��' •. f. x . ��U" 8 - ..._ 3. Z'otal "U" vel�r of e�ch vall segment: �3�+ If Item #3 is the eame as� or leos then Item #1, you have mec the int�nt df SPC 6006(c) 2. ha�iy:�a �y:ya a �i2 a�� 2:5� �HRS NOUHk ukCF�T y� '' Exttrior Envelope Averag� "U" Computition � ' Page 2 flETERMIti� EXPOSED QOOf/CEII,IHG AREA: h B�llasted M�r�ihr�iijc �n EPS InsulHtt�r.l�n C)ver 1(i,t�00 •.f. Metal l�eck i. ..f. j• ..f. �. s.f. s.f. DETERMINE "U" VALUE OF EACH ROOF/CEILING SEGt�NT: h. 1_0,800 e.f. x C►.t145 "U" 486 ; , - � F �. ��,� �, j . a.f. x "l�'' k. � , f . x ��,� v. 2aCa3 "U" value of roof/ceiling erea: µf'�� If Icem $� a$ the same �es, or l��s Lba.n Ztem i�2, ycL heve �ez the �ncent af SPC 50U6(c) 1. 1a uta�a�€e t��e Xat+a7. �nyelope ao��ea� ene[ihod, t_�e v�,luep sar�bli�she� �y �s�e �um Qf �rvms �3 �x�d ��+ sh��7� not be �x��tex tt,a,, ��,e �ua� o� IrPms �% �nd #7. Ite� 41 i 5 i'� + Item �2 '�^_ � 222� Item �3 �'`''� + Item �f4 48h � 1 ,7^:� �� -T CNARLES N VAK A.I.A. AR IT .� ,� O CH ECT t - -� May 3, 1994 City of Prior Lake Building Inspection Department 4629 S. E. Dakota Street Prior Lake, MN 55372 RE: Northlake Office Center Prior Lake, MN ATTN: Gary Staber Dear Gary: Enclosed please find the following drawings reflecting changes in the Construction Documents on the above project. The first drawing is a revised utility site plan indicating a 6" water service from the existing stub on Commerce Street around the south side of the building to enter at the rear of the building adjacent to Room 110. A fire hydrant will be installed off of the 6" line per City requirements where indicated on the site plan. The 6" water service will be run to the access closet where it will be terminated at the sprinkler valve for the building sprinkler system. The building sprinkler system will be installed per the requirements of the Minnesota Building Code. Drawings for this sprinkler system will be furnished by the sprinkler contractor. The second drawing indicates a change in the design of the trash enclosure per our telephone conversation. As you will note, the gates to the trash enclosure are offset so that access can be gained for dumping trash without opening the gates. The third drawing indicates a change in the size of the access closet 110 and location of the access closet 110 to accommodate additional space required for the sprinkler valve. This access closet has been moved to the southernmost toilet pod in order to lessen the amount of 6" water pipe required. Also note on this plan that the size of door 110 has been changed from a 2'6" door to a 5' wide opening with one 3' door and one 2' door. The 3' door is the active leaf, and the 2' door is the inactive leaf which will only be opened when access is required to the roof by use of the ship's ladder. 14750 SOUTH ROBERT TRAIL - SUITE 200 - ROSEMOUNT, MINNESOTA 55068 (612) 423-2254 Drawing number four shows a section through the access closet 110 and the adjacent rear entry. Number five is the revised door schedule indicating the change in door 110. Sixth is the revised hollow metal frame for door 110. If you have any questions concerning any of the enclosed drawings, please feel free to contact me. Sincerel , Charles Novak, Architect eRauN � INTERTEC DAILY OBSERVATION REPORT Project #: Report #: Location: Date: Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: �c .r;; - R' .. .l i �`j i iy)� � � � t . Weather: Performed By: Submitted To: " F: DAILY 1 DOR-01 eRauN I NTE RTEC DAILY OBSERVATION REPORT Project #: Report #: Location: Date: Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: -,- ��, .. . � � �; ,...�� - ., . . . _ . n .�� , . . . . ,!-S . :' 1 t C ,� ; ,� , :; x ' i � .- Weather: Performed By: � •:' _- - Submitted To: F: DAILY 1 DOR-01 B RAU N =M INTERTE� DAILY OBSERVATION REPORT Project #: Report #: Location: Date: ,.; Regular Overtime Personnel Classification Hours Hours Areas and work performed this day: - ` � /,f - � , .a . �, .�, .� > � � � � � ri ,_ _. ,' Weather: Performed By: Submitted To: F: DAILY 1 DOR-01 , � "�"��t»A��M ��i��n� � � , . , , Apply Wlih bn9 d�m�n�10� D�rDIndlOU��+ �0 suppOK� � f_'�._.".�` 110DM ....�-.�.---�---Mr�c � �.._...� ....,._� � I MA IuN/ �uuc t µ�K��M IP�^ •iax�b�� Uvl LOIN (aSf► �� INnsr bp�iMq f I �� (M1Ch/1I F---�_~� • — ' . ya�inl o t OwDO io C�nNr a C�nu� �nOA�� O,C. 1 I ,,:- WIV► W�1hG4t I�no�ui 1�►1�n�� .tu � � I A�A ip�n Ny1t�y{ �d01 �00� •.• 6�t• E49�� IM�nn14iN� 8ot^ �� iM;ekn��t � R�On� tv0� IuOPs+� � �e ~. 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AP9 �Ol . •n�uw e� rd�.wh a� �1MMna� MhrhW! �O ��rN O�MI GNM �+ n�� , �,...-�-��-�->...,..""'��ik� i hereby certify that this plan, specification, or re;7or� �sas prepared by me or under my direct su}„�r�rision and that I am � duly li.e�;istered P�-�:f�ssional En,�ineer under the 1ri4vs of the Siai.e o innesota. i ,> � �. ;.. U�� C-� Cv �.C,t�l' j t�tUaUS �,. X �,, X (� 4 ` 1)ate � �l� _��4 Re�. No. "7t�`�L � 5'C£�L ��iCcG� C o M � T �T `c �a � � ves7• ) bP'Prc�k 1�7d �w. �'[. . ��s�v� ��E oY ST4. S'r� �^'� �� ^ t� �,..,� C�� l� 1 L /a ��S`�" 1�11��1--_ NTS ►. co�rrt�u�cx 4-'. 4 �� x r1�'� �T�.�L ht�1�L� ChPf►tr�x 2a� �1L. FT.) ;�.E • � � � s�fi��"f VYL,CL �TL �,L � �T�v ��h�2 tu� w�cc�c. ItJSID� �i��. U� � 57c . s'tuh �►� �� f� �� v �s w h c,� t�Ts �0�`T'��L/J�� C��IC� �UILI� ll�Co �Z p e� �� L�� K� � �- � N u� s �-�-� C1�4►2t.�.� t�C�V�bk , /J'7-�� rT�c'� �us � ntiwl-rC , w� N. �/i� l��y l��r-�'� p� c�. e�2 P. L. ST t2 �G i(�vt�� NG I NL' h�. [ ACCESS �ASEMENT AGREEMENT THIS ACCFSS EASEMENT AGR.FsENiENT ("Agreement") made this � day of March, 1994 by and between B. C. Burdick, hereinafter referred to as Burdick, and T. F. James Company, formerly known as James Refrigeration Company, an Iowa Carporation, hereinafter referred to as James. WITNESSETH: WHEREAS, Burdick is the lawful fee owner of certain real estate located in the County of Scott, State of Minnesota, legally described as Lot 4, Block 1, James 1 st Addition, hereinafter referred to as the Burdick Parcel, and WHEREAS, James is the lawful fee owner of certain real estate located in the County of Scott, State of Minnesota, legally described as Lot 3, Block 1, James 1 st Addition, hereinafter referred to as the James Parcel, and WHEREAS, the Burdick Parcel and the James Parcel are adjoining parcels which the parties hereto hereby agree shall hereafter share a common driveway, hereinafter refened to as the Common Driveway, over and across a strip of land being 20 feet in width and located along the common boundary line separating the Burdick Parcel and the James Parcel, hereinafter refened to as the Easement Parcel which is more particularly described hereinafter, and WHEREAS, Burdick and James aclrnowledge and agree that said parties have the lawful authority, without restricdon, to grant to each other an easement upon their respective portions of the Easement Parcel and that any other party having an interest (whether recorded or unrecorded) in the Easement Parcel has consented and subordinated their interest to the easement granted herein and that said parties hereby set forth in writing their endre understandings and agreements with respect to the use, enjoyment, improvement and maintenance of the Common Driveway upon the Easement Parcel. NOW T'HEREFORE, in consideration of the mutual promises and agreements of the parties hereto, the parties hereby grant to each other, for their benefit and the benefit of their heirs, representatives, successors and assigns, an access easement for vehicular and pedestrian ingress and egress over and across the Easement Parcel upon the following terms and conditions: 1. The Easement Parcel is legally described as follows: A 20 foot wide strip of land condguous to the westerly boundary line of Commerce Avenue, and being 10 feet in width on either side of the following described centerline: Commencing at the southeasterly corner of Lot 3, Block 1, James lst Addition, same being the point of beginning; thence continuing westerly along the south line of said Lot 3 for a distance of 141.77 feet and there terminating. -1- � Attached hereto and incorporated herein by this reference is a sketch of the site plan which depicts in bold oufline the location and dimensions of the Easement Parcel. 2. The Easement Parcel shall be used as a nonexclusive access for vehicular and pedestrian ingress and egress to and from the Burdick Parcel and the James Parcel, and may be used by the parties hereto, and their employees, agents, guests, invitees and licensees for the purposes permitted herein; it may not be used for parking, storing, building, or recreation. Neither party hereto shall create, suffer or permit any hazard, contamination, obstrucdon, interference, impediment or encroachment to the Common Driveway or the Easement Parcel. 3. The Easement Parcel is currently unimproved. Burdick shall improve the Easement Parcel by constructing the Common Driveway using a crushed rock base and blacktop wear course. In addition, Burdick shall install (or replace as the case may be) concrete curb and gutter to match the existing as required along the entire northerly boundary of the Easement Parcel and along the new driveway approach off Commerce Avenue. All such work shall be performed in accordance with municipally approved plans and specificadons at Burdick's sole risk and cost. 4. The parties hereto agree to jointly maintain the Common Driveway, and to share equally the work and cost of any such maintenance. Such maintenance will include repair or replacement of crushed rock, blacktop and concrete curb and gutter due to normal wear and tear resulting from use, weathering or erosion, and will also include sealing and resurfacing. If any such maintenance becomes necessary, either party hereto may notify the other thereof, and, within a 10 day period thereafter, the parties shall mutually agree to the manner of performance of such maintenance, and the payment thereof. Should the parties be unable to reach agreement, the noticing party shall have the right to cause the necessary maintenance to be performed, and, thereafter, to bill the other party for one-half of the actual cost thereof. If payment thereof is not paid within 10 days thereafter, the noticing party may pursue collection thereof, together with costs of collection, including, but limited to reasonable attorney's fees and court costs, if the noticing party prevails in court in proving the necessity of the work and the reasonableness of the cost. 5. The parties hereto agree that any damage caused to the Common Driveway resulting from the use thereof by construcdon vehicles and heavy equipment shall be the sole responsibility of the party initiating the work and said party shall repair or replace the surface materials, as necessary, at the earliest opportunity, and shall save and hold harmless the other party from any risk or cost associated therewith. 6. The parties hereto agree to maintain, at all times, insurance against claims for personal injury and property damage occurring upon the Common Driveway and the Easement Parcel, in an amount sufficient to cover any liability resulting from the use thereof. 7. The parties hereto agree that, in order to avoid over-burdening the Common Driveway and the Easement Parcel, in the event that James shall develop and improve the James Parcel in the future, James shall install at least one more access to the James Parcel off Commerce Avenue, subject, however, to municipal approval of the additional access. -2- 8. This Agreement, and the rights, privileges, duties and obligarions hereunder, shall attach to, run with and inure to the benefit of the Burdick Parcel and the James Parcel, and shall be binding upon the parties hereto, and their heirs, representadves, successors and assigns. IN WITNFSS WHEREOF, the parties hereto have executed this Agreement in triplicate originals as of the day and year first above written. T. F. James Company, f/k/a James Refrigeration Company � By B. C. Burdic Ch es Wm. James, Vice- re dent STATE OF rT[NNFSOTA ) ) SS. COUNTY OF N�'�vN�Pi/� ) The foregoing instrument was acknowledged before me, a Notary Public, on this �/ y day of March, 1994, by B. C. Burdick. �� 1 - � � ,r�...r...AT4tat�, 1. r�c Cathertne L. Moyrt2qtt STATE OF MINNESOTA ) �i �' � �'��esoca Nznaeprn Conn� � s$. ►'ry �orrm. Czp. 8-24-91 COUNTY OF ��, ) The foregoing instrument was acknowledged before me, a Notary Public, on this ,�J, day of March, 1994, by Charles Wm. James, the Vice-President of T. F. James Company, formerly lrnown as James Refrigeration Company, an Iowa Corporation, on behalf of the Corporation. � ' , Notary Public This instrument drafted by: » EUUNE C. ENC3ELS Bryan Wm Huber, Esq. ir�' No�r�r rueuc- �sar� HUBER LAW OFFICE. P.A. H�� 1107 Hazeltine Blvd., #496 � �� A `� 0 ' � �� Chaska, Minnesota 55318 (612) 44R-8815 -3- CONSENT OF SFOUSE The undersigned, Brigitte E. Burdick, wife of B. C. Burdick, hereby consents to the foregoing conveyance and subordinates her inchoate interest to the easement granted herein. Dated: 3-- � �' 9� ^ � ' Bri itte E B ' � g . urdi STATE OF MINNESOTA ) ) SS. COUNTY OF }�� N�P�t� ) The foregoing instrument was acknowledged before me, a Notary Public, on this l� �� day of March, 1994, by Brigitte E. Burdick, wife of B. C. Burdick. r ---�� Notary Public '�Catherine L. Moyna9h �� ; d� pebtSc-Mtnnesota i � N � �,iep�+ Connry Hr C.omm. ExD, 8-24-84 .r.....• u�s�oor a� -4- .• ' } R �y �s� ��as w �cs a� e... � � �v �re a�s m w�rct► 1►+e aasra�a : TD lE DtTTALLFD AT 70'�' i'�1 T1E VESi ; lR�TY 1.1E �'�CC CQdK7i L1W NJC V/ A pfiC�AL �� '1t�� y � tv '�F � N . . � ' .'ISa.I:�J�.'Y.IlAt�O�•' ........ ........................................... ................................................. � •:7: :•��ii��: •:�kt.��::��F��: :;: :�:,'�u."'c��'�tii: �: : :�:: :�:::�:: :: :�: : :�::�:::: :�: :�: ::�: : :�: :::�: :�:: : :�: : ::�:::: :�: .::�+ ��.R�� .�;�+�.�.�. � •: r�trx.��ruf.�asnwc.,a,sc.mic:'•' �- _Q MTCH T}f OQSTIMG f[T1�tI1�US tUR�11C�IG AS �Af71 N►fJ!£ fT AIUTS TIE !!1/ CDC. fILEYAI.K [7aSTD16 �iTl�Q�1! )E1/ lST1�41Qfi a lEY �TE G/tl TO NAiCFi OQtTD1G � �ors � h u aasnwc �wna►�c sr�ca s�v r,ar ► ��s �. � � � � � � I I I i ( I I I ( I ( I I � o�asTn�c �s �caut� � . �y a�s �►ro atrrot Tn w�rcH TB TCH TFE WtTN1J1TIO1 6' i}f I I I I I I I I I � -�� AY ,�, I I I ( I I ( I I � / �IEY YiDE ptMVAY � u�cs n � �z oarrn+c ��aNC �eas ��r�rsaw b w�+ rsx t►c �coumovrrs � nc cirr is ramrt u� �� /Zb /��~ � a,�TO II� � r �afs i ts u catTV� ►Nem+c s��ccs �ha � � � � � � � I � 4 � _ � �_� � � � �_j a � J I I I I I I I �b°q � . �� . ,�� .,��„� t�asrwc �• tavev�r wnm�a+ � m �n� wo aw� . � I I I I I I I I �7 ' L�J **************************************** * DB Servi-Tronics, Inc. * * 16221 Main A•�enue SE * * Prior Lake, MN 55372 * * * * (612) 440-1175 * **************************************** * * * Claim Ticket * * * Date In: 05/16/95 Customer: PAUL BAUMGARTNER Adc�ress: 4964 CREDIT RIVER RD Ref #: 758 Prior Lake, MN 55372 Unit: MAG CD CD, Model: FD3030SL01 Ser�::al #: 3246 War:•anty: 90 days parts & labor Deposit: $0.00 Quoted:CALL We will call you for authorization to continue if the repair cost will exceed the price you were quoted by 10 �. Quoted prices do not include tax. Thanks for chaosing us. � MEMORANDUM TO: GARY STABER, BUILDING OFFICIAL FROM: HORST W. GRASER, DIRECTOR OF PLANNING RE: REVIEW OF NORTHLAKE OFFICE BUILDING NO. 2 DATE: MAY 4, 1994 ;,Y.� All mechanical equipment must be screened, Section 6.10R. �,2/ An easement for the northerly driveway must be provided in perpetuity from the adjacent property owner. �,�! The parking lot should be striped. � Screening is required along the rear property 6.10 M& N • Berming must be a minimum of 4 feet with an effective screening height of 6 feet. The current plan indicates 6 foot Red Pines in double rows spaced about 12 feet apart. This is not sufficient to provide_ the necessary screenin . The a licant ma eit er exten e so id�ence and modify the lant material to decrease the spacing to a maximum ee . e pTan must also ineate the mulch area rom e soa area:��di�ional plantings such as lilac or dogwoo s ou e in c��in �ie west side o e or e no � 60 feet of the property. --- --- _ _ _ _ . _._ __ .__------ . A radius should be formed rather than a 90 degree ang e: � The poured curb that separates the existing parking stalls from the driveway along the rear lot line should show a radius rather than a point. 7. An underground irrigation system is required, Section 6.10 H.4. Since this building is the second phase of a development plan, not all landscaped areas need to be irrigated since the first phase was constructed prior to the adoption of the Landscape Ordinance. Only those areas that are attributable to the second building must be irrigated. These include the berm area along the rear property line, the larger entry focal area between the two entry points and courtyard � between the tow buildings. 8. 10% of the coniferous and deciduous trees must exceed the minimum size (to 8 feet and 3 1/2 inches caliper B& B respectively) to establish some diversity in size. Section 6.10 E.4a. 9. The landscape plan must be signed by a registered landscape architect, Section 6.10 D.1 10. Subdivision of the buildings will be allowed only under a condominium or townhouse format. 'HGMEMB' , ,. -. , �-.,.,��. �-�,�,:..,,..,-�---'-_ _ ...,..... :� t:._ .._..� _ _ . _ _ �_. . . — - _ - — - . . . .. T,--� _. . ___�. _,.,-.. ...._ F. • � - - .. --- — -=�e FRUr� ERNNIIN INTEkTEi_ C�JRP J. �.19Ya 1s��4 �'. _ �� - INTERTEC DAILY O�SERVATION REPORT f'rc��ct #: �� JC � `�Cf - /� S°"�(i . _ Report #: � � `"� ° � -� Locatior,� �( o.-�� _��1:�._ �'�--��---_ �.. Date� �_ � ` _� � � �� _ _ _ _ _ , _ _ __.-____ _ � � _ � _ _ �eguiar Qvertime f �ersonnel I Classification � Hou�s Hcu�s � , _ , _ _ _ , � � � ! I � ��s _ � __ _ _ � _ � � � , � - - -- ----- -__ _ _ __ _�--;-_ __��; � 1 � �� _ _ _ . . �l ; � I � - _._�_._. � _ _ I I � i � � �_ .___.____ _._ ._ - _ 1_ __ � Areas flnd wo� k per�ormed th�s day: . . - -_ __ _ _ __ __ _ �� ' � _�-:�-. C� ., �v I` � - 3__ �' �. �c� Ca.,.i2c��..S -�o�..-� c��'t"�' ��r� !�4`fi'�r �kc�.Aa � o `"' �'� _ �r �-'�� L✓� � Co /� .�., f.__ _ �4Sf� o� a'� �� 'T � /'J'fr �'�.�y � ��'� : �G!!e _ � �7`�� _ _C11" !/�� <ZQ! _� _ \ _� L`_' _S S r� �c Y�CC� � r'.�r �L n.. __ _. _ _ _ .n.nQG.�'c� •� � J o � L.�F /'s� . _ T4 �Q .lsa wa h l - -� �d 7� (�IiC�ir � d.' 'I�K .� COr /'�P.��L'il . ��? __ _ - - _ �zf-__�� ` t�� ,�. � 6�.�. 6 a�� a ti .,�e c�o•�s_ a�-�� c�-► -f�., f� �.� ��'d�� /� ��3.,'' P�5 � I ,�.J�� •o�-�ct-Prr� 'f'n _'�l�i �Qtc %.G'�P �� r�`�',•.r� .�?7'� � - -- �' �v _. -r� f•�s EQr�?� i"� �' _ _sz� _ _�s _ F�_��I � `�l�.r�t �'� •,-tirc°�b.�� ..s�r,2 --- C l�ac r6'c� c.� -{��r G 7��r'Q � _ �ll�'r1r_�_ _ r��.� _ _�-R� � �-�'/��''�-..� � f,� _ � �Q _ �'� _ _ !� ��_S , - �?�� , __ _ __ � � l��G ia- _ ?ta G� .,. �^e ��' Co t� ..ti. ., PK' 2�d ,QfG � f-�' [C Q� C,.�?/cD1 P T �Y 5 -� �-� �.,Jt�� o�� r�CC�R��S �- � ___ _. _ - _ _____.�------_ _____.._._ _.___. _ _ __ f _ __ _ _ Weather: _. _ Performed �y. r -°'� � Si�b^�;ttt3d T�: i{f /�� __�o � U ,.. ��. �o� �- F: DAl�Y 1 � _ _ �_ oor� o� � � . O� pR I�•P .�, ; �' c�' - ' � '��' s �J� �V. �'.J � r .� . F u � ;.. T ; ��J '"�N NES a � r C�TY OF PR�OR LAKE 4629 Dakota Stre�t, S.E. � Prior Lake, MN 5�372 . � FAX # 447-4245 - TELEPHONE # (612) 447-4230 FAX COVEA SHE�T DATE: �� ' � T1ME�_ �'�v �� TO: ��i�-2�, ��c�.��'c�. FAX#: �� — �11 Cc�� FROM: �, �a� �� a�u �..lt.r .1 u s�O..ec,�o r SUBJE�T: �� '� � r.��., � o� I i �,�•� ��. v MESSAGE: �vic �c�sac.�. � a: „ , ;�4��►�.� � �-�� '�,. �� ; ��:..<. ��C.� 1✓l �l6/�C 2 O V� -Q)Ct�� l!'�l` ,� �t V�� l'�/�C 4 � T 1 c.. �25� U� T 2-- x S h 1 I 1 � �C3 �>'��' uJ' �-� c:s.�t�t.t t�r ''�'.4,,4'�,�. oC�n�t �t�IP�`T � �� 1..1�":, .,.'_�� , � ' Y 3 - . . � :t � �� : ° ''t., , ,�_ .,> Number of Pages Sent (lnciuding This Page): {�� . � 6.13 EXTERfOR LIGHTING: A. Exterior lighting shall be designed and arranged to limit direct illumination and glare upon or iMo any contiguous parcel or other lakeshore property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. These measures shalt include but not be limited to, lenses, shields, louvers, or prismatic control devices that are designed to concentrate illumination on the property of the owner or operator of said lighting or illuminating devices. Public street lights installed in public right-of-ways shall be excepted from these standards. B. The City may limit the hours of operation of outdoor lighting if it is deemed necessary to reduce impact on the surrounding neighborhood. (Ord. 91-06} � � ! I SUBJEtT u. ✓1 PROIECT N� �� lC.Q �L�/C� ��.. CLIENT �� 2 L�4�� PROIER NUMBER /C)Z - O 3 7• Y� DATE ! d/y /9 Y BY /� IZ r CHECKED PAGE Of COYS6LTIVG EICI:VEER,S p�.� �,G, �� S �- Q iCt �a �� -r� � �/�- y c�7 c�r•�- jJ � �� T !1 �-� � ,-.� � �f S.� ,.� r� P•�-ss. � I�-s u- L f e r�. 7'r -e h. c 'ti. �� -c. � -�i �/i �' oLc�ri s � �- -�-eS �- 2�s � c.t-S �,�-g � �-�-�s A.� - 3��i .��--e Wt S W •e,rr�e /�>�'L�-c�eJ -�-d �e. (�,.� Z o rJ s� �r� ��^-� �--s � a �- � C.. 6's l�h. �.�.t� YL�.� y,S �� G�� c.�� ,4-,,, c� -e �e �. � C.. �S . /Vt � t� a y �w � s-e .�.� �-- S � � .�, /��,o -e �- wX� C.�.-�- ��- � �� -� � c ��S -� S � �2. �..� w-�'-t- S � �� G G �'yI f�• /�o�o � �,,, � .�.�,c � � s,� ��s S e �-.� .� � .,� � �.�� S �-,., � ! N� Gc1,4��e /L- ' � /Z.�., s-e l �•Y, .4- �� G .�-� tJ,a c...� � ?3 0 .x o -F� �F Zv �c�i c�.�e. � Yi�-�D � �� p!� 7�. �� ,g--6 c. � s � .�, .�.� ,�- aa-C�C �-rc-Q- � d y� ��e S��"'.e .�Nc C� �� f o ,.1 w � -�- s � 2 � � ��"� ,� � �o-c.L � � � �� S � �,e-s.-e w� �,� S • I°^� �.�. r :� _ ,, - �--��. �-_ �-�a�� -�o� r _ �, ,, .. --� . - � s „. - ' �"` �. /'� : r ,� ` .' � � �' ��_ 3 ' - DAILY REPORT ��" ; T � CO�YSGLTI:YGF�ICIVEERS PAGE OF CLJENT < 2 L� PROJECT ll� D2�1-I� �4- � d'�' DATE �v S M T W T F S CONTRACTOR (PRIb1E/SUB) �Lr�' /�Y1 d- n�i � C-�� SUPERINTENDENT TEMP. RANGE �{� - SZ WINO_/4 CLOUD COVER G�o�cOY PRECiPITATION �fl'v� PIPE PROGRESS SERVICES ROAD CONSTRUCTtON CREW 1 CREW 2 STA l S1ZE-T'YPE LENGTH MATERfAL PLAN SHEET END STA STREET BEGIN ,STA SN-WM-ST-FM LENGT}i SIZE-MATERIAL DEPTH x WiDTH SOIL TYPE CALC QUANTITY SPEC. GRAN. USED QUANTITY END STA �E� USED cuC BEGIN STA COMMENTS: LEN GTH FOREMAN VALVES, FlTTINGS HYDRANTS, WORKERS �IANHOL.�S AND CATCH BASINS START TIME Statlon Type D th Size END T1ME C0IAMENTS: 'IZ- ..e-/Z- � N S •C Gt /�P k. v) — �-G �- - � INSPEC?lON 71ME � 3 ° TO 3: v � TOTAL HOURS �) JOB NUMBER �� Z '03 � . �l / MILFAGE i � INSPECTOR �7 � / `'W h-- O.�J l� �L C ( White - Offlce Yellow - Inspector {-�k�!P� BkN1=IUiJ ?NT'cRTci� �__'�ca =. 5.19':-i !-�:54 P. i i �R�1UN ( NTE RTEC ��,c tr�,n9R,��p� To: _, a c,� ( ,� 4 c. .yT n r-� e r-- �._.._�__. Com an �: __ � � Q � .. ��. � r C_ � t� -2 P Y - -� -- .- - _ FAX n��mber - L1 `� 7 - 4� o� Y, �---- - ------ ---- -- - -- Frorn: -- � �`'' __� S _ _ _. _ _ Phons: _ � `aa ` S/ � 6�'- --- - - - --- _ ----- - Date: _ � � 9 " �-L----- Num�ar of p�ges: _ � , --- ----- ----- � Comments: ��.��4 La �e p��,'ce � a. _ , � er ---" c �.�._ �/�4C�fQt __'__�_— "_ S _�p e� O f7 1QT"ti "ji.� ^� . � ____----- &aun lntartec Corporatlon '-- -"- --- - ---- bf��5 Was�iln�ton Av9nue Sou#h ---- --- ------ P.O. Box 39n18 - - ----- - --- --- Minnea�olis. MN 55d39-D'08 -- (612) 941-5f�C10 Fax: 942-A&d4 -- - - - Engineers ancf Scfentisis $erving the Built or.d Notural EnvironmentsC$1 Huntin don Huntingdon Eugiucering & Environmental � 662 Cromwell Avenue St. Paul, Minnesota 55 1 1 41 776 (612) 645-3601 TO: City of Prior Lake DATE: October 17, 1994 City Hall 4629 Dakota Street PROJECT NO: 4122 94-3231 Prior Lake, MN 55372 COPIES TO: 2-BKPR PROJECT: PRIOR LAKE FIRE STATION Attn: Paul Mickelberg 1-Kratochvil Const. COMPRESSION TESTS OF CONCRETE CYLINDERS FIELD DATA Job Identification: 6A 6B 6C Date Cast: 10-6-94 10-6-94 10-6-94 Age to be Tested, days: 7 28 Hold Slump, in: 6-'/z 6-'/z 6-'h Air Content, %: 1.2 1.2 1.2 Location of Placement: Slab-on-grade, grid C-E, 7-9; C-D, 10-12 Specified Strength, psi: 4000 4000 4000 Mix Designation: 4041P 4041P 4041P Concrete Furnishetl By: Cemstone Cemstone Cemstone COMPRESSIVE STRENGTH: Test Method - Compression Test, ASTM: C39; Slump Test, ASTM: C 143; Air Content Test, ASTM:C231; Capping, ASTM:C617 Laboratory Number: 001753-1 001753-2 001753-3 Diameter, in: 6.00 6.00 6.00 Height, in: 12.00 12.00 12.00 Area, sq. in.: 28.26 28.26 28.26 L�are RecPiv�ci: l�-7-94 10 10 Days on Job & Enroute: 1 1 Days Lab Cured-ASTM: C 192: 6 27 Age at Test, days: 7 28 Load at Failure, lb: 125690 Strength, psi: 4450 To be testeti REMARKS *Conical failure *Information taken from field data sheet prepared by: J. Glenn/Huntingdon. r BY: P OR\00177 As a mutua protection to clients, the public and ourselves, all Huntingdon repoRs are submitted as the confidential property of clients, and authorization for publication or statements, conclusions or extractions from or regarding our repoRs is reserved pending our prior written approval. L� A memoer o( the 1 i I H group of companies If you have any questions, please feel free to contact me at 447-4230 between the hours of 8:00 A.M. to 4:30 P.M. Sincerely, ;- ,, �� _-- �� ;; ,�� - ��-�----�� Paul Bau�artner Building Inspector CITY OF PRIOR LAKE PB:jlp rRiiM :_:RNH�_II� TNTEkicC COkP �. ;.i�94 la:�. .., B �a� �•_ I �TE RT�C DQILY OBSERVATIQN REPORT Proiect #: _ �� r�' g� '�� - _ ___ Report #� _ L .� � f 3 _ ____ _ _ Location: �_��Q�'E ��Y? -�� 2,s�� t`�` bate� __ � 9 � P ('�Jr � fCQ �� _ -.___.._ _ _ � Regu�ar Uvertime ' ; ' •; �ersonnel Classifiication Nour3 � Hours � !-_- - --- - � _ � _ i L �a►., I/aC , _ � e ..+E� Z� N!� E �a/i.�, �..�rs, _ - _ AGJS� l.-�.Z _ � _ _ � I _ _ I - __ I� �--�--__�__ __ _ _ __ ._ _ � , . ; I i �C (�D � C �r � 7a46� -- - -- _ ___ _ _ _ -- -- --�___ --_ -- ___ � - _ � , , - - i � _� _ _ _ _ _ _ -- 1 _ _..�______ Areas and work performed this day: �r��---Y_r��f �r�.j�.P.r'�°�"''"�?�Q �i_ ��-� _�_��or ��„crz W� !�.�5_ _�t� �' ��i' 1sa�._. c..�..�'L-��3r't_-- �•� �_ ��_5'� __ __ ___ ..�-.� __. 1.��. f_'�S ..{�2_... .. a�t°Ar -f !��... .....� r��Z __ ��!�!�_ . . -L.c /-.�. `! `�� . __ �'S f� �U n �d S' ._.__. _ ✓ /� tC`�! �!'-.4 . i�K �Cl�tl�- ��itl �p L4�L�rl� � ��_��!_7!�LTrJn /ist �t' �� ' Y �C� � ��j � j . �� !�� .�.-� =-} �� f�� c�-- ��r� ?,'�_�' _ � �.i�%_�/s _ � __�? �'f Jr,!/5rd-?�f� a � .��_� " �� _ w''� /.'�1cisS`�r� !'b? _r _ 1z'�•_��_ � '� --� "°��',� c,.rt✓� _ ,� �-_ _- - __ __ �«�f s�5 (� ��i_,��--�_ � _�T� ��,.�-�:.- � .� �u_�� ,•S - r'k c cc es f� � /�� (r.� - � c: r.-e.� .�� ea ✓u�.� �,� �'`Q.2 �'H .�� .-�� f , r� ',� Q �� ___ _ _ f' ___._-----_ _ ___. _ � _ --- - �� Q �s�rsle�_ ��•�•_ ��4 � c� � _-'/�— ° � c�� u-.. � _ �l��a z` ��.�!..��` ��n _ _ !" " � 4 �'` � �+ �� 4� d � _ � �?s `.5��" _, _ � ✓�� _ �-��_ _ 0 6.,Gvi✓� _ �g__ �_�_ �pr_ �� , C� C7�-�—�uO---�' .��. � �� S `¢— a �/ _�� __2 cc . �� _ .W .�_ Weather� _ __ __ _ _ I�erfOrmec2 By� ..�� Subm�tted To� �'t� _ S��' ` _ _ _ _ __ __ . F ��I�Y' JUR-01 � . � N' � � � �J � 7F� p� p � � �� -�� w �- � - -� �, .. ,� v? N �c �;� , �°, �' � � � � � � �o �--__ _ � � G � _ ,�- - �� ' -, p � - tl .-� � � � � � f � � � � ,,- q� � p � � � � . � � � � � � p c� . � , � � � n � � r c �' Q � + V .� � � / � � � � O � � � � � • �, � V� � � � �' � � � � N � � � � , � � �' � c� � �. x ,� � 9 �' � p � � �+— � � C'�' p •f �' � � � � —. D � � c� j_ N ✓� (� • • � � O O `� T � / � rn , �. (a � � � l' C .� O � v `� � ,J C � � � � �' � �" o �. � �°�� . s � -� � o � � � e � � r,-- � � . p � �� • �' fi � CONTRACTOR'S MATERIAL & TEST CERTIFICATF ' ►AIIT� A• C— N111NKLER i WATiN �fiAY AiOVEGiiOUND II�ING (FIII Out S�p�nt� Grtiflat� Fo� Each Riwr) ►ROCiDUNI UPON COMMLLYIUN U/ WONK, IN�P[CTION AN� TEiTf iHALL BE MADE �r 7HE CONTRACTOR'S REPRESENTATIVE AND WITNESSED 8V AN OWNIM'� N[MNr►CNTATIVL� ALL 0[/[CT� iHAL� �[ CORR[GTtD AND �riTEM LEf7 IN SERVICE OFFOfiE CONTRAGTOR'S MEN PINALLV LIAV� 1M[ JO/. A CERTI/iCAT! �HALL �[ IILL[D �UT AND ilONEO �V BOTH fiEPREfENTATIVES. COPIES SHAI.L BE PREPARED FOR APPROVING AUTNONITII�, OWN[R� AND CONTRACTOR. 17 li UNDERiT000 TM[ OWNER'i REPRESENTATIVE'S SIONATURE IN NO WAV PREJ- UDICL6 ANV ClA1M AOAIN�T CONTRACTOR �OR FAULTV MATEiiIAI., POOP WORKMANiHIP, OR FAILURE TO COMPLV WITH AP- ' ►ROVINO AIJTNOIIITV'� R�Q1,J111LM[fVT� 011 LOCAI. ORDINANCp. PItOP[RTV NAM� DAT NQRTHLAKE OFFICE ��2 9-L1-94 IROP[fiTV AOOR[ii !� � P i M N . ACCCPT[O �V APPqOVINO AUTHORITV('i) NAM[i Cit Of Prior Lake . ADON[ii PLAN6 INiTALLATION CONFORMS TD ACCEPTED PLANSi YES E NO O [pU1PM[NT UfED If APPilOVtO Y�S � NO � 1/ NO, �TAT[ D[VIATIONi MAS P[piON IN CHANOE O!' fIRE HQUIPMENT YEEN INSTRUCTEG Ai TO LOCATION OF CONT110L VA�Vti ANO CAR[ Of THIi NEW EOUIPMENTi rE5 � NO ❑ �� VLt, pIV[ NAMt. If NO, [XPLAIN, �NST�uc• � TION� ►�AV[ COPIEi 0I APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE YES � NO ❑ � CHANT� ANO NfPA liA aEEN LEFT ON PN�MIi[Sf II Vr�, pIV[ NAM[. 1� NO, [XPLAIN. -- ----- �._ t�v��IC� Hyuro�t�tic Nu� �h�u p� maa� •t ne! ��s� than Z00 Pil (19.• Wr�► fa two houn or SO P51 (3.4 Dars) •ouv� �t�lle PrNaur� 1� �xcN� ol 100 Ptl (10.a wr�l. Dlft�r�ntW tlryplp� v�lw c1�PPw� N��U D� I�it oWn Qurinp tnt to T/�T ' M�rMI M11NN. All �rovM�ounA ;.SWir►� IYkay� �A�II W�toPpNa. D��CMI'� TION PN U AT � [�labll�h �0 Pil (2.� Dar�) �Ir Dra�w• and mN�ur� drop which thall not �xuW 14� PSI (G.l Dars) fn 24 hour�. �N pr�w• unw �t no�m�1 w�l�r IwN �nd �Ir pnwun �nd mawr• Nr fx�ur� tlrop whlqh th�ll not �xcwW l+� ►�I (0.1 W1) In i4 hour�. TitT HVDRO�TATIC� ALL PIPIN(). PN[UMATICi ORV PIPINQ pRA1N REpU1NEC tqUIPM[NT OP[RATIONi ALL. . �[11V[� �LD�i�� LOCAT ION MAK[ MOO[L f1Z[ GUANTITV TEMPERATUIiE RATINO iPRINK��R` Chr SSP % 79 165 oA GEM Chr. SSW % 6 1,65 ' iPRAY NOZZLi� . . MAT[p1AL ANO KIND CONfORM� TO LTANOARD i YIPE ANO �' NON�, [XPLAIN fITTiNGi A L A R M Q! V 1 C E MAXIMUM TIME TO OPERATE TMROUGM TEST PIPE AV►RM VALV� TV'L MAK[ MODEL MIN. SEC. 011 �LOW INDICAT011 . .....___.._ ... .J . I ur�AATINQ T[�T N[iULT�� ! TIM! TO TqIP TIP TIME WATER AI.ARM p MAK� MOOL� f[R. T►rROUOM T T PiP WATER AIH ppINT RE/►CHED NO. M��TNOUT WITH pREif. PqF.fi, �pEIiATED �� Q PR� S OUTLET PROPERL.Y MIN. {f,C, MIN, iHC. P.i.l. P.5.1. P.S.1. MIN. SEC. YES NO VA{,Vf• 1� Np, [K'LAIN O�[11ATION PN[UMATIC ❑ ELECTRIC O MVOftAULIC O II�INO �U►r11V1�[O� V[i ❑ NO O O MEOIA iUPEfiVI V�5 O NO ❑ O��Ud� �« VALV[ OI�[IIAT[ /ROM TN[ MANUAL TRI� AND/OIl q`MOT[ CONTROL iTAT10Nbf VES O NO ❑ � 1• TN[11[ AN ACCt�il�l.� �ACILITV IN �ACM C111Ci�IT I011 T<iTINQi V�5 O NO D II NO, tX�LA1N �i1 EACT I ON VALV Et Do�� E�ch Clrtult Op�rat� OOM NCh Circuft Op1qt� Maximum Time TO MAK[ MOO�L u rvl ion lo Alum7 V�Iv� RNNwT O r�te RNea�: V[i NO V[: NO MIN. SEC. ALl YIPINQ NVDROiTATICALLV TtiT[0 AT 200 P�1 FOR HOURS OIiV �IPINO YNEUMATICALI.V TL�T�pi VH5 ❑ NO O tGU1MNLNT OPERATfi PIIOP[RLVi ' Y�� D NO Q TtiT• �� NO, �TAT� IILAiON • DNAIN Y[iT� R�AOINa 0I QAO[ LOCAT�O qESIQUAL PRESiURE WITH VALVE IN � N(A11 WAT�N �U►PLV TLiT PIPti TfFiT PIP< OP�N WIDE -- iTATIC PR[iiUp[ Psl � PSI �� N11M�{1! 1,/�rp LOCATIONj N�/MOER qQMOViD Tt1iT •uNK• -- .!._ W[LDLO �I►INO Y�i � NQ (,7 1� v[i... • � 00 VOU Ct11TIIV Ai TM� SPRINKL[R CONTIIACTOR TNAT WELDINO PqOCE0llRti COMPI.V WITH TNE RE UIq�• M[NT� 0► AW� 010.9, L[V[L AFI•�/ YES ■ NO� W�lU1N(� DO VOU C[RTIfV TMAT tH[ W�LOINO WAf P[i1fOAMRO •V WELO�Ri pUALIf1E0 IN C fiP�ANCE WNT 11tq1I111rIM�NT� O� AWf 010.�, 1.[V[L All•�1 DO VOU C[IITI/V TNAT W[1.DIN0 WAi CARR [O OUT IN COMPLIANCE WITH A DOCUMENTEO pUALITV CON• T11UL /IIOC[DUN[ TO INOUR< THAT AI.L DI�Ci Aq[ q(TRIEV�O, TMAT OP[NINOS IN PIPINO ARE SMOOTH, TNA� ��AO ANO oT►�[11 w[1.OING` A<alONt A11S AtMOV[D, ANO TMAT TMt INT[RNA OIAMETERS OF �1►INO Allt NOT M,N�TIIA7[O/ ' Y�i ■ NO O _.____ _,,__._ __.__. T L��IN �t11 IC� WITM AI.L CQNT110� VALVLf Q�tN� REMAIIK• - , �, ------- I �,. � w �i�� I- Z-- I" y- �� . -� NAM[ 01 N NKLtII CON711ACT011 "'� ACTIO AUTOMATIC FIRE PROTECTION � �O ►AOI[IITV W 11 (t10Nt01 TIT�,� i14NATURif /�� : �� `Ly'"Q_¢ � /O INKLtII CONTqAC7 (�IpNLO � �:� / � t[iT{ WITN[�i�0 �V 7 _/ TITIE '' DATE ��'/� �,..% AGOITIONA�, tX►LANATIbIy; ANQ NOT� Mwcc sx Service Availability Charge (SAC) Commercial Detail PROJECT TYPE : • � New Buitding Only � Alteration ( change in use ) 0 Addition Q Demolition with New Use � Demolition Declaration Only ( Attach to Form MWCC 92A ) ( Attach to Form MWCC 92D ) !'NEW'USE : Fill<autfol►owin section '' P�op�sed Occupant Type of Business 1'�=-� „ � - i_ �j�w - ��. �.1�� , Site Address I LI 1 �'� ��, _ ,�..�� = N Buildin Permit No. � te Issued Toi�� . uare Footage G }` 4 - I I � `�' � �� -�' � � `� �� n �l CALCUTATION OF SAC CHARGES : SAC UNITS Use Quanti Retail sq.ft. @ 3000 sq.ft. Per SAC = Office `� �' � sq.ft. @ 2400 sq.ft. Per SAC = �, �� Warehouse sq.ft. @ 7000 sq.ft. Per SAC = Other - Determination Made by : C r.�.�--, �-t Date :�-�-�74 TOTAL CHARGES � J Qn units) RREVIOUS'>USE : Fi11'outfollowin 'section :: Previous Occupant Type of Business Site Address Demolition Permit No. Demolition Date Total Square Footage CALCULATION OF SAC CREDITS : Was previous use in existence prior to 1973 ? � yes � no SAC UNITS If no, Original Building Permit No. Date Issued Actual SAC paid for space irnoNed: (choose one) � Entire Building � Portion of Building = Additional SAC paid for space irnolved: Bldg. Permit No(s) Date(s) _ TOTAL CREDITS �—(_� If yes, Use Quanti (n unib) 1973 Retail sq.ft. @ 3000 sq.ft. Per SAC = 1973 Office sq.ft. @ 2400 sq.ft. Per SAC = 1973 Warehouse sq.ft. @ 7000 sq.ft. Per SAC = Other - Actual SAC paid after 1973 : Bldg. Permit No(s) Date(s) _—�— Determination Made by : Date : TOTAL CREDITB (_� (n unib) _ _ _ _ __ _ _ _ __ For`above section s show source of!SAC deterrnination. ' ° < NET SAC UNITS = 4 ( 0.5 rounds up to whole number in unib ) If a determination for this location was made by MWCC, If NET SAC UNITS is a CREDIT BAU�NCE, please please reference date of letter or attach copy. indicate how many will be reserved as... Site-specific units of credit (Form 92RCR) NOTE : Determinations based on phone or taken as... cornersations are onry estimates. Ciry-wide units of credit (Form 92A). �. � BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST , � NAME OF APPLICANT c "• °L " APPLICATION RECEIVED ��ly,+��1� The City of Prior Lake BUILDING Department has reviewed the building permit application for construction activity located at � �� i Accepted nied Accepted With Corrections � c-\ �— Reviewed by: „� Date �l � �( � f Comments: �-�� T-n�-1-,--=�� \�'��i'-S i � "The issuance or rantin of a ermit or approval of plans, 5 g P specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." � a �:: r ,� ��, � ;.: f F � . � . :;S - - .. � . . � �� ...t� f . . .. . . . . . ., .. . , . . : . . � +, ' .: «" 4. .. , �._ . , � �� :_ . . � • �3 _ - . 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"' Y S , . . � . � � M _ .t'�t . � . . . � � . . . re.':,:� . . . . . , � � u . .: ' :. . , : , ., . . . .� � ,� � . . . . .. , -�.' t . . . . � . �� , .. . � . . . - cr�nrq cit��;ui�u ?wTER�__ C'kF� _. .._:9a ie;�_ �'. a o��auN INTERTEC DAILY t?BSERVATION RE�ORT` r �� a , P�oJe�t #� ��!� - � �{�_ _�`�__.i _!q__ _---___.__ Report #: _ _ _ t b _ � - --� ---- Locat�on: L��1��---s��.�—C��.��...- Date: _—�9 ` --- —;---------�--- � 1 Reg��iar i Overt;me Pers�rnei � Classificati�n ��u;` � Hc?�r _ ___ _ _ --- __ _ _ __ ---__ _ ___ ____ _ �_� ; I I E i � (,/�S _ --�----_�_ _ I I � � -_ -- ------�-- --- ---- � � ---- ' - � -- � ----------} A�'e�s �nd work per#nrmed �h�s day: -- --_ -- _ __ _-- --- ---- - F�� Q., s-�.� -ti'� F�,. � �: .� f �� .-, c �s..-� Q ¢ ,�u � � �� r��.�, c� �.�- �"LZ'_ _, _ __��t� _4_S f. _ '�S __ °. =-� �¢. ___ �.�J(��G'�� _ __Q. �e__ ��It!�! '�° �? ---�° _f'�2 :_ r .. d _ _ _ _ ` � /Q- �----- _ ` �� a., 3 f� f � l � _ l ,�p�r ` -r� c_a.---�p c'e�� _ a 5 0� _ _ ---------.-.�'+' . _�a ...�7�'�4.�:�_.._. ._�__=Tc_.�-.�r�-----Qre--� r9O -�o c�•�J S �4 Q _ a c...� ' ��_ �^��_--�.�ol� a. c � .�q p � �i. � � �- N' ��.-`--------_ ---- -��.s.._ . , � � �-�fr�..s(�...� � __ _ _ _ _ _ --- __ t - '� -- - - - � ___ _ _ : .�.�: �'-�- V��e�ther� _ �.. _ _- -- Performed E�Y- _ _ _ - - __ . Submitted 1'0' /�� --�� '�` ��°"'�` F: UAILY 1 -��_-_� �, DnR-C}1 � O� PRI�� r � 'y v c x ��'N ES � April 27, 1994 Mr. Niles Schulz DOLPHIN DEVELOPMENT & CONSTRUCTION 530 West 79th Street Chanhassen, MN 5�317 Dear Niles: I have completed a structural and non-stxuctural plan review of the proposed office building to be located at 14180 Commerce Avenue N.E. in Prior Lake. My plan review comments are as follows: 1. Type of Construction - II N 2. Occupancy Classification - B 2 3. Roof and Roof Covering Info�nation A. Class B Roof Covering Requirements - Table 32 (A) B. Roof Pitch - 1/4" per foot Requirements - Section 3207 (A) C. Overflow drains or scuppers required per Section 3207 (c) 4. Eave overhangs and similar architectural projections should comply with Section 1710. 9. Final partirion layouts and details should be submitted prior to installation to justify compliance with occupancy, fire-resistive, structural and exit requirements. 5. Light and ventilation sl�ould comply with Section 705. 6. Exhaust ventilation at or ne� floor level is required by Section 705. 7. Exit door should swing in the direction of evress. Section 3304 (b). See doors. 8. Exit doors should be openable from the inside without the use of a key, special knowledge or effort. Section 3304 (c). Note also that flush bolts or surface bolts are prohibited. 9. Exit doors should be a minimum size of 3 feet x 6 feet 8 inches with a door capable of opening 90 degrees. Section 3304 (e). 10. A floor or landing not more than 1/2 (1) inch below the threshold is required on each side of an exit dooi•. Section 3304 (h). 11. Exit illumination and signs should be provided in conformance with Sections 3313 and 3314. 12. Draftstopping as specified in Section 2516 (� 4A shall be provided within a concealed floor-ceiling assembly formed of combustible construction. 13. Draftstoppin� as specified in Section 2516 (� 4B shall be provided within attics, mansards, overhangs and similar concealed spaces formed of combustible � construction. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER C � 14. Roof drainage should be conducted under the public sidewalk. Secuon 3207 (e). 15. Overflow drains having the same size as roof drains and on independent drain lines are required. In lieu of this, overflow scuppers three times the size of roof drains should be installed in parapet walls. Overflow system should have inlets located two (2) inches above the low points of the roof. Section 3207 (c). 16. An approved automatic sprinkler system in the entire building is required. Section 3802. This includes blind spaces enclosed wholly or partly by combustible construction. 17. Automatic sprinkler system plans should be submitted to determine compliance with applicable building, plumbing and fire codes. 18. The interior wall and ceiling finishes should comply with Table No. 42-B and Section 4203. 19. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. 20. Glass and glazing subject to human impact should comply with Section 5406. 21. Soil test required to verify soil bearing capacity. 22. The roof should be designed for uplift wind pressures with due consideration for lateral support of compression flanges of flexural members. 23. Live load reductions should comply with Section 2306. 24. Anchorage of concrete and masonry walls should comply with Section 2310. 25. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after longtime deflections. In lieu of this, roofs must be designed for possible ponding of water. Section 2305 (�. 26. Welding data or details for steel decking used as a diaphragm should be provided. Information should comply with a specific ICBO evaluauon report or test data submitted in compliance with Section 105. 27. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified to comply with Table No. 47-1. 28. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by masonry or concrete walls. Footnote l, Table No. 47-1. 29. The dumpster enclosure must be modified to comply with Section 8-1-4 of the Prior Lake City Code. A copy has been enclosed for your review. 30. Section 10.301(c) of the Uniforrn Fire Code requires additional interior fire hydrants. Please see site plan. If you have any further questions regarding the above information, please feel fi to csll me at 447-4230 durint� the hours of 8:00 A.M. to 4:30 P.M., Monday throu�h Friday. Sincere ours, ; /� i Gary . Building Official CITY OF PRIOR LAKE GTS:jIp SCHULZ. W RT � �� (HI rreNa�aiiv�� .�� a�..ayo o� .. ........... �...... �.. ., .... ...., r , ., ....... .. . .. preceding paragraph, all garbage and refuse as accumulated on any premises shall be placed and maintained in containers and shall have drained from it all free liquids before being deposited for collection and shall be wrapped or bagged. No explosive or highly inflammable materiai shall be so deposited. Such material shail be disposed of as directed by the Fire Chief at the expense of the owner or possessor thereof. (B) Contagious Disease Refuse: Refuse such as, but not limited to bedding, wearing apparel or utensils from residential dwelling units or other units where highly infectious or contagious diseases are present shali not be deposited for regular collection but shall be disposed of as directed by the sanitarian at the expense of the owner or possessor thereof. (Ord. 72-2, 5-8-72, eff. 7-1-72; readopted Ord. 72-8, 8-21-72) (C) Multiple Residence Buildings: Multiple residence buildings having more than three (3) family units having garbage and refuse pickup shall either be equipped with refuse containers and refuse pickup service as provided in this subsection or equipped with a commercial incinerator complying wiih the requirements of the Minnesota Pollution Control Agency and licensed by the City as provided in this Chapter.� If refuse containers are provided as an alternative to or in addition to incineration and are one cubic yard or larger in capacity, then they shall be conveniently located in relationship to the residence units for which they are provided, shall be watertight and rodent proof with lids and shall be kept in an enclosing structure concealing them from pubiic view. Such structure shall have a concrete floor with apron that drains which shall not be higher than three inches (3") above the natural grade of the surrounding area. Existing bituminous surfaces may be used as a floor for the enclosing structures until such time that the fioor has 8-1-4 8-1-5 C1 deteriorated or five (5) years, whichever occurs first, at which time the + bituminous fioor shall be replaced with a concrete floor. The enclosing structure shall be equipped with a gate large enough for a garbage truck to service the refuse container. The gate in the enclosing structure shall face in the direction which is most convenient for the approach of the garbage truck and shali be constructed with a latch which can secure the gate in an open and shut position. The enclosing structure shail have a minimum opening of thirty inches 130"). Such opening shali be constructed in such a manner so that the view to the interior of the enctosure is biocked when viewed from the outside of the enclosing structure. Such enclosing structure shail be kept in a state of good repair at all times. The refuse containers shall be located such that their contents are inaccessibie to at least three feet (3') above the base of the enclosing structure. The owner or operator of such multipie residence property shatl provide for garbage pickup from such containers. Refuse, debris. garbage and other waste materials shall not be permitted to be accumulated in or near the enclosing structure unless placed in the refuse containers located within said structure with watertight and rodent proof lids in place thereby sealing off the container. There shali be daily ctean-up in and around each such enclosing structure. (D) Commercial EstablishmentsiVolume Producers of Garbage or Refuse: The owner or occupant of any commercial establishment sha�i also comply with the provisions of subsection (C) of this Section. The owner or occupant of any other property located in the City producing a volume of garbage or refuse or both, the accumulation of which exceeds the garbage collection agreement for maximum amounts to be picked up and hauled on a weekly basis pursuant to the agreement in effect between the owner or occupant of the property and the garbage or refuse collector, shall comply with the provisions of subsection (C) of this Section. (Ord. 83-2, 2-28-83) 8-1-5: COIYTAINER SPECIFIC,�TIO�tiS: (A) Duty to Provide and Maintain Containers in Sanitary Condition: Garbage and refuse coniainers shall be provided by the owner, tenant, lessee or occupant of the premises located in such a manner so as to prevent them from being .. `ti /� _i `. i`f-�\%�� Jurisdiction of GENERAL PLAN CORRECTION LIST Based on 1985 Editlon of the UnHorm Building Code — - ,> , Owner ---� ' ^ � ` == � � Pian Check No Valuation �_ J _ �,. .. Job Address ��.�..,,�,c� �_ .�-r=. Use f . _ . -�, T __... City � ' �� ' -�'��= y p Occupancy State �'`'�� Co struction —� �� Classification � Z — 'l Total Allowable Floor Area � �-�^�� K� ' Sq. Ft. Stories �' Basis for Increase �� Floor A�ea: ; � .` T , ,, .�P�. � � �__� _ _ , � Floor (Max.) r � �� . �� Sq. Ft. �-: — Floor (Total) ', � ' ^ Sq. Ft. Occupant Load COMMENTS OR ASSUMPTIONS: Conections checked below are to be made on plans before permit is issued. The approval of plans and specifications dces not permit the violation of any sectio� of the Building Code or other ciry ordinance or state law. GENERAL 10. A fire-resistive occupancy separation in confortnance � with Table No. 5-B and Section 503 is required between 1. Valuation should be $-`��' Z�` �� `` • t� I the -hour) � -hour) 2. Show job address on plans. , � _ _ , ,� , , � -hour) % 3. Give name of person responsible for plans. �� . Horizontal occupancy separations should be supported �� ( with a structural system having equivalent fire-resisUve � 4. Submit fully dimensioned plot plan. protection. Section 503 (b). � 5. Give all dimensions on plot plan. 12. The building is limited to stories ( feet in height) as a Type AREA LIMITATIONS AND GENERAL / structure. Section 507 and Table No. 5-D. OCCUPANCY REQUIREMENTS � 6. Ground elevations should be shown at corners of the building and at changes in ground slope. The ground elevations should be taken at the lowest point between , 13. A room in which a water closet is located should be the exterior wall and a poini 5 feet out or at the property separated irom food preparation or storage rooms by a line, if closer. Where the exterior wall is parallel to and tight-fitting door. Section 510 (a). • within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION the public way. The number of stories in this building cannot be determined until these data are fumished. � 4. Roof coverings should be fire retardant. Sections 1704 and 3202 (b). Oetails or specifications complying with � 7. The total floor area is limited to , �`` '� Section 3203 (e) are required. _� 1� �� '� / square feet. Sections 505 and 506. � 15. Extenor (court) walls within — "b feet of S. UnobstruCted yards of _S ? feet should property lin s should be oi -hour construction. be maintained on sides Section �' 03 (a). of the building for area purposes. Section 506. j � 16. Openings in exterior (court) walls within g. Provide details to show that -hour area separa- feet of property lines should be protected �th three- tion walls will comply with Section 505 {e). tourths-hour fire assemblies. Section �� 03 (b). (a) Extend verticalty from the foundation to a point 30 f� inches above the roof. 17. Usable space under the first floor except in Groups R. (b) Total width of all openings limited to 25 percent of Division 3 and M Occupancies should be enclosed as tne wall !ength in the story under consideration. �� required in Section 1703. (c) All openi�gs protected with fire assemblies having a fire-resistive rating oi one and one-half (three) hours. 16. Fire-resistive Construction for struCtural trame elements (d) Oucts through area separation walls should be in the exterioi walls should comply wirh.FoO�note No. 1 avo�ded Ii allowed, duct penetrations should be pro- of Table No 17-A and Section ��— See tected as requlred in Section 4306 (j). Sect�on 1702 tor dehnrt�on of strucwral trame. Form 2CYJ 7 8-85 $heet NO. 1 at 6 Sheeta SPECIAL OCCUPANCY RE�UIREMENTS 19. A weather-resistive barrier should be applied to exterior Group A walls as specified in Section 1707 (a). 20. Enclosures for floor openings should comply with Table �• A-3 OcCUpancies should be o( one-hour fire-resistive � No. 17-A, Section 1706. Details should be provided to I�,: construction if located in a basement or above the first 1-1'� story. Section 602 (b). ` clearly indicate this. 36. A-2.1 Occupancies with an occupant bad oi 1000 or 21. Structural members carrying masonry or concrete walls more.should be in Type I, II-F.R., II One-hour, Itl One- in buildi�gs over one story in height should be protected hour or IV buildin�s, except that the roof traming system f with minimum one-hour fire protection. Section 1708. k('' for one-5lpry portions of buildings of Ty'e II One-hour or � Type III On�-hour construction may be of unprotected construction'�v hen such roof framing system is open to the room and tlpes not contain conce�led spaces. Sec- tion 602. '� 22. Nonabsorbept finish and backing for toilet room walls and ` ' �� floors should conform with Section 510 (b). 37. Group A assembly ms ha�ing an occupant load of 1000 or more shall be, (ocated in the basement 23. Shower stall walls should be finished with a hard, non- unless the baseme�t is I ied in a building of Type I or }" absorbent surface to a height of 70 inches above the II-F.R. construction. Secjio 2(b). The main entrance drain inlet. Section 510 (b). should front directly �fpon, have a 20-foot-wide access to, a public at�st 20 feet in width. 24. Doors and panels of shower and bathtub enclosure Section 603. � should comply with Section 5406 (d) 5. 38. Light and ventjhation should comply with ion 605. � � 25. Parapet walls not less than inches in height are required. Section 1709. 39. A one-hq(� r fire-resistive occupancy sepa ion is required�between the boiler or central heating lant 26. Eave overhangs and similar architectural projections where'"the largest piece of fuel equipment exce�ds should comply with Section 1710. 400,000 Btu Per hour input and the rest of the buildin�>, Se,Etion 608. 40. �xterior openings for rooms containing a boiler or cen- 27. Projections beyond the exterior wall should confortn ' tral heating plant should be protected with three- with the less restnctwe of the following fourths-hour f�re-resistive assembfies that are fixed, (a) A point one-third the distance to the property line automatic or self-closing if located below openings in from an exterior �,ra!I. Section 504 (b). another story or ii less than 10 feet from other doors or (b) A point one-third the distance from an assumed windows in the same building. Section 608. '� vertical plane located where fire-resistive protection of openings is first required due to location of proper- Group E ty. Section 504 (b). • 41. Atmosp nc separations should comply with Section 802 (b). 28. Envelope ceilings should satisfy the following condi- 42. Use of roo s should be clarified. Note that rooms in tions [Section 4303 (b) 6j: Divisions 1 d 2 Occupancies used for kindergatten, (a) Should not be used to provide fire protection beams � first or secon rade pupils and �ivision 3 Occyp�ncies � and girders supporting more than one floor. shall not be lo ed a4o��e the tirst story. Sec ioh 802 (c). }( (b) Columns should be indrvidually fire protected. 1 (c) Duct and other openings are limited to 100 square inches in each 10U square feei of ceiiin� area. 43. Special-hazard room hould be arated irom other (d) Duct openings should be protected with approved p�,rtions of the building not le than a one-hou, fire- fire dampers. (e) Electrical outlet boxes should be of steel and not resistive occupancy sepa ti . Section 802 (d). gr2ater than 16 square inches in area. 44. One required exit shou fro directly upon, or have a 29. Gypsum board, lath and plaster and similar ceilings in 20-foot-wide access , a publi street at least 20 feet in conjunction with fire-resistive assemblies should be width. Section 80 � supported at intervals not exceeding 16 inches. Items " 20 through 25, Table No. 43-C. 45. Sanitary fac' � ies should be provi d in accordance with Secti 805. 30. Wood stripping or suspended wood systems for gyp- � sum board, lath and plaster and similar ceilings should 46. Light d ventilation should comply with Secfion 805. � I � be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4703 (b) fur wall stripping.] 47. A ne-hour fire-resistive occupancy separation is r quired beM�een the boiler or central heating plant 31. Final partition layouts and details should be submitted �here the largest piece of fuel equipment exceeds prior to installation to justify compliance with occupan- 00,000 Btu per hour input and the rest of the building. ; cy, fire-resistive, structural and exit requirements. Section 808. 32. Justifying test data in confoRnance with Section 105 or Group � Nj �� an ICBO research report is required for . ,.- 48. G oup I, Division 1 Occupanc�s"should be of Type I or 33. Rooms in which rubbish (linen) chutes terminate should Ty II-F.R. constructioR-�less complyi�g with the � In, be separated from the remainder of the buildin� with a Excep 'n Section 2(b). K one-hour occupancy separation. Section 1706 c). 49. Group I, Oivi5+6n 1 Occupancies should be ot one- 34. Openings into rubbish and linen chutes and te�minal hour fire-r istive cons tion. Table No. 5-C. �/ rooms should not be located in exit corridors or stair- ways. Section 1706 (c). 50. lig and ventilation s h o uld c omplq�Lh Section 1005. Sheet No. 2 of 6 Sheets � 67. A one-hour fire-resistive occupancy separation is 51. A one-hour lire-�esistive occupancy separ8tion is �� en the following rooms and the rest of the req�f�ed beMreen the boiler or ceM��t-tSeaUng plant building: where the largest piece of fuel ; aqGiPment exceeds a Stora e or laundry rooms that are ithi� e Group R, 4p0,000 Btu per hour input a�tfie rest of the buiiding. �� pi�s on t Occupancy that a�� common by tion 1008. tenants. Seciion 1202 (b). a boiler or cen- �(b) Rooms containing a boiler or, ntral heating plant in 52. Exterior openi or �mseeatainina \ a Group R, Division 1 pancy, except where tral heatin lant should be protected w1th such rooms contain eq pment serving only one fourths- ur tire-resistive assemblies that are fixed, dwelling unit. Section 1 12. aut�rsatic or selt-closing if located below openings in ariother story or ii less than 10 feet from other doors or � E� d�� unit en guest room should have com- windows in the same building. Section 1008. iort he ing facihties specified in Section 1211. Group B gg. E�ry dwe ' 9 u d and every guest room in a hotel or • lodging hous ed for sleeping purposes shall be pro- 53. Motor vehi9le service stations should be ot noncombus- �d� W�h s e detectors confortrnng with U.B.C. �� I tible, fire-retardant treated wood or one-hour fire-resis- Standard N. -6. A smoke detector should be tive construction. Section 702 (b). installed in e b ment ot dwelling units having a stairway wh�ch opens m the basement into the dwell- 54. Stora9e areas in excess of 1000 square feet in connec- i�g. Such detector shou connected to a sounding tion wrth wholesale or retail sales should be separated device or other detector to de an alarm which will from the public areas by a one-hour fire-resistive occu- be audible in the sleeping area. ion 1210 (a). ' i pancy separation unless the building is equipped � throughout with an automatic sprinkler system. Section Group M 702 (b). . 5,5. Light and ventilation should comply with Section 705. 70. Group M Oivision 1 Occupancies ' ited to 1000 (3000) square feet in floor area d one story in height. 56, Exhaust ventilation at or near floor level is required by Section 11U2. Section 705. ' 71. Gara9 uId not ope directly into a room used cr stee in u • �� > > �• 57. A one-hour fire-resistive occupancy separation is p 9 p� _ required between a boiler room or central heating plant -,--� � whe�e the largest piece of fuel equipment exceeds 72. An approved non mbustible matenal cr �.spMa ' av- 400.000 Btu per hour input and the �est of the building. ing matenal is uired for garage floor surfaces. - - Section 708. tion 1105. Group R 58. A Group R, Division 1 Occupancy more than two stories EXIT REQUIREMENTS � in height or having more than 3000 square feet above the first story should be of one-hour fire-resistive con- \` struccion throughout except as provided in Section 1705 73. An occupant load sign is required in classrooms, (b) 2. Section 1202 (b). j assembly areas, etc., having an occupant load of more r I �h than 50. Section 3302 (c). See W� I 5g, e following rooms should tiave exterior glazed open- i s for natural light (openable e�erior openings tor n ural ventilation) as speCfied in Section 1205 (a). 74. Conforming exits are required from the areas be�ow as specified in Section 3303 (a). ,� � .; ��,� �, � , . c V�-- 60. Mechani I ventilating Jsystem in bathrooms should 75 Exits should have a minimum separation of one-half the provide five ir changes`per hour directty to the outside. Section 120 (a). �/ maximum overall diagonal of the building or area served. Section 3303 (c). 61. Exterior openin s frdm should not be 76. No point in the buildin should be more than 150 (200) considered as rn hjng required light or ventilation 9 since they do no �pen to a yard, court or street in feet from an exterior exit, horizontal exit, enclosed stair- accordance with S ion 1205 (a). b'� Nray or exit passageway, measured in the direction of travel. Section 3303 (d). 62. Courts bounded pn fo r sides with walls should be at least 10 feet in le�n�th. br courts more than two stories 77. Exit door should swing in the direction of egress. Sec- in height, the r P.b wred wi th should be increased by 1 tion 3304 (b). See doors foot and the regUired leng y 2 feet tor each additional story. Section 206 (c). 78. Double-acting doors shall not be used as exits in the 63. Every sleepi g room below the urth floor should have tollowing locat�ons Section 3304 (b). at least one indow or exterior d r approved for emer- gency exit rescue. Section 120 gq, / room should have the inimum ceiling 7g. Exit doors should be openable from the inside without height rec�uired in Section 1207 (a). the use o1 a key, special knowledge or eHort. Section 3304 (c). Note also that flush bolts or surface bc�lts are 65. T room should have a minimum oor area prohibited. of square feet. Sectio� 1207 (b). 80. Exit doors should be 2 minimum size oi 3 feet x 6 feet 8 inches with a door capable oi opening 90 degrees. 66. Efficiency dwelling units should comply with Sectioa Sectio� 3304 (e). 1208. ��_�.,,, e,./ccti�. 81. The net dimension (dear width) at doorvvays should be 100. Openings in exterior walls below or within 10 feet of used in determining exit widths required by Section exterior stairways should be protected with self•closing �� 3303 (b). Section 3304 (e). In consideration oi door � �� three-fourths-hour fire-resistive assemblies. Section thicknesses, panic hardware, door swing, etc., the 3306 (I). " required exit widths have not been furnished. See door 101. Enclosed usable space under interior stainvays should , i � be protected on the endosed side as required for one- 82. A floor or Ianding not more than U2 (t ) inch below the ^,; hour fire-resistive construction. Section 3306 (m). threshold is reqwred on each side of an exit dooc Section 3304 (h). �� 102. Noncombustible exterior stairs are required. Section 83. Doors should not project more than 7 inches into the �-- 3306 (n). �f � required corridor width when fully opened or more than 103. Exterior stairs should not ro ect into an area one half into the required corridor width when in any P 1 (yards or position. Section 3305 (d). �' courts) where wall openings must be protected. Section � � 3306 (n). ; 84. Rewlving (sliding) (overhead) doors are not permitted � as exit doors. Section 3304 (g). � 1�• Oj e stairway should extend to the roof. Section 33p6 o. 85. Exiting through another room dces not comply, except 105. Six-foo =inch minimum headroom clearance for stair- ?'�`�= as provided for in Section 3303 (e). ways should be indicated on plans. Section 3306 �P)• � � Note that this is from a plane tangent to the stairway 86. Corridors should have a minimum width of 44 (36) f � tread nosings. inches. Section 3305 (b). - 106. Ramp slopes should not exceed one foot in � Z- 87. Corridors serving nonambulatory persons should have - feet. Section 3307 (c). �-t an 8-foot minimum width. Section 3321 (c). 107. Surface of ramps shoutd be roughened or of slip-resistant 88. Dead ends of corridors and exit balconies are limited to " materials. Section 3307 (g). �- �f 20 feet. Section 3305 (e). 108. Stairways should be enclosed as specified in Section 89. Walls and ceilings of corridors should be or one-hour 3309. ,,; fire-resistive construction. Section 3305 (g). An archi- , (a) One (rivo)-hour fire-resistive walls are required. tectural sectien through the corridor is necessary to �; ' (b) Onl�• exit doors are aflowed to open into exit determine how this is accomplished. � enclosures. • (c) Doors should be labeled one (one and one-hsl�- 90. Exferior exit balconies cannot project into an area hour fire assemblies. !� where protected openings are required due to Iocation (d) Exit enclosures should include a corridor on the on property. Section 3305 (i). ground floor extending to the exterior. Fire-resistive . construction should be as required for the exit encto- `�� 91. Interior openings into corndors should be protected as sure, including protected o�enings. Only exit doors specified in Section 3305 (h). are permitted to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from accidentally continuing to the 92. Sfairvvay should have a minimum width lower level. of inches. Handrails should not project (f) Usable space is not allowed under the stairs. �! f' more than 3Yz inches into the required width on each sid2. Trim shculd not project mcre than 1�fz �nches into required width on each side. Section 3306 (b). 109. All required exits from the building should be smoke- C� proof enclosures complying with Section 3310. � �/'� 93. Risers on stairways should not be less than 4 inches nor greater than 7 and runs should not be tess than 11 inches. 110. Openings into exit courts less than 10 feet wide should Section 3306 (c). be protected with labeled 45-minute fire assemblies. Section 3311 (d). Also see "exit courY' definition in 9 Landings on stainvays should have a dimension in the � Section 3301 (b). Openings more than 10 feet above the �p,,. direction of travet equal to the width of the stairway but court floor are exempt. !`' need not exceed 44 inches for stairs having a straight run. Section 3306 (g). 111. No openings other than required exits ara permitted in exit passageways. The passageways should be of 95. Doors swinging over landings and in the fully open posi- J� f� -hour fire-resistive construction. Section 3312 tion shall not reduce the required dimension by more than (a). � i 7 inches. When a landing serves an occupant load of 50 �� or more, doors in any position shall not reduce the re- 112. Exit illumination and signs should be provided in con- quired dimension to less than one half of its required formance with Sections 3313 and 3314. width. Section 3304 (i). 96. Baseme�t portion of stairways should have an � 113. Aisle (cross aisle) in auditorium should have a minimum � � � approved barrier where continuous to upper floors in an -'� width of . Section 3315 (b). Section 3315 (e). � exit enclosure. Section 3306 (h). 114. Panic hardware is required on exit doors serving Group 97. Vertical distances between stairvvay landings are lim- } I� A Occupancies. Sections 3317 (d) and 3318 (a). In lieu � � � ited to 12 feet. Section 3306 (i). o( this, doors shall have no locks or latches. 98. Handrails should be placed not less than 30 inches nor , 11 S. Main and side exits in conformance with Section 3317 more than 34 inches above the tread. Section 3306 (j). ''' � are required for Group A, Division 2(2.1) (3) Occupan- �� Two handrails are required where stairways exceed 44 cies. Section 3318 (a). inches in width. 1 16. Corridors o( Group E Occupancies should have a width ''r required by Section 3302 plus 2 feet, but not less than 6 99. Guardrails for siairs, balconies and landings should � ^� I � con(orm with Section 171 t. Note that maximum clear- feet. Section 33t9 (e) ance between intermed�ate raits is 6 inches. Sheet No. 4 ot 6 Sheeta 117. Each floor above or below the ground floor ievei of 135. Class III standpipes are required in buildings eocceeding �� Group E Occupancies should have no less than Mro exit ', 150 feet in height. Table No. 38-A. �� stairs. Section 3319 (g). / 136. Buildings six stories or more in height should be pro- 118. Exit stairs serving en occupant load ot more than 100 in (�� vided rvdh not less than one standpipe during con- a GrouP E Occupancy should have a minimum clear struction. Section 3806 (b}. �� I j; width of 5 feet. Section 3319 (g). 137. Automatic sprinkler system plans should be submitted 119. Every room with an occupant load exceeding 300 in a to determine compliance with applicable building, Group E Occupancy should have one of its exits into a plumbing and fire codes. separate exit system. Section 3319 (b). 120. When three or more exits are rec�uired in a Group E FIREPLACES AND CHIMNEYS +( Occupancy, no more than two requued exits should exit � into the same exit system. Section 3319 (b). • 138. Chimneys should comply with Sections 3703, 3704, �-, �' 3705 and 3706. 121. In a Group E Occupancy no point in a room sbould be 1� �� more than 75 feet to an exit comdor, enclosed stairvvay � 139. Fireplaces and barbecues should comply with Sectio� or exterior of the building. Section 3319 (c). �� 3707. 122. Exiting through adjoining rooms in a Group E Occupan- FlNISH WOHK �!�t cy should comply wdh Section 3319 (d). 123. Panic hardware is required on exit doors servin� rooms ��• The interior wall and ceiling finishes should t�esp�eified �� r containing 50 or more occupants and in corndors of ��mP�Y `Nith Table No. 42-B and Section 4203. Group E Occupancies. Section 3319 Q). 141. Gypsum wallboard (interior lath and plaster) cannot be r ( 124. All required exterior exit doors in a Group I Occupancy �I� installed on weather-exposed surfaces. Sections 4705, shall open in direCtion of exit travel. Section 3321 (a). 471 1. See Section 424 tor definition o( weather- exposed surface. 125. Docrs from bedrooms and rvards of Group I Occupan- 142. Skylights should comply with Chapter 34. Plastic sky- cies and all exit openings where nonambulatory lights are allowed only under conditions specified m � patients are housed should have a minimum clear width !� �� Sectio� 5207. of 44 inches. No projections in this width are allowed. Section 3321 (b). 143. Glass and glazing should comply with Chapter 54. Type 126. Panic hardware is required on exit doors serving more J and thickness of glass should be specified. � I than 50 occupants in GrouQ I Occupancies unless there � is no latcfi or lock. Section 3321 (�. 1C4. Glass and glazing subject to human impact should comply with Section 5406. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOFSTRUCTURES STRUCTURAL 127. Draftstopping as specified in Section 2516 (f) 4 A shall be provided within a concealed floor-ceiling assembly � 145. Special inspection in conformance with Section 306 is formed of combustible construction. ti � required. 128. Draftstopping as specified in Section 2�16 (f) 4 B shall 146. S il cl ssific, ' in conform ce with Table o. 29-8 be provided within attics, mansards, ovarhan�s and i- a.d poun per quare fo oi beanp�l similar concealed spaces formed of combustible v$lue us�d in d sig ould b s �fied �ns. � construction. �� 905. ,��- ��; �� _�k 129. Roof drainage should be conducted under the public t47. The undation � vestigatio� ort m ti ed in a sidewalk. Section 3207 (e). t inclu ed dat 6rwa e o us. s uld b u mi ed revie . 130. Overflow drains having the same size as roof drains and on independent drain lines are required. In lieu of this, 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains �� forces should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 2312 (j) 2 B. should have inlets located 2 inches above the Iow points , of the roof. Section 3207 (c). j , 149. Precast concrete wall panels should be justified for " >-� " compliance with Section 2616 (c). 131. The aggregate area of penthouses and other roof struc- � tures cannot exceed 33'h percent of the supporting roof 150. Wood members may support loads from masonry or N area. Section 3601(b). / d � concrete only under the conditions specified in Section /� 2515 (a). ' AUTOMATIC SPRINKLER SYSTEM 15i. Structural calculations should be submitted to justify 132. An approved automatic sprinkler system in the 1��--- � the a q acy o( the ral system � stinq seis- �.�s required. Section 3802. This includes blind � mic nd ind I s, and upport dea �_ live �� spaces� enclosed wholly or partly by combustible lo ds. This i des toundati . construCtion. 152. Justifying calculations and details should be provided 133. Class � or 111 standpipes are required in sprinklered build- for �� ings four or more stories m height. Table No. 38-A. i �� 134. Class 1� standpipes are required as specitied in Table ; 153. Roofs shall be designed for snow loads of�..=- �� No. 38-A. i Y pounds per square toot. Section 2305 (d). \ ^_ ` t \ , _-_--;'�� -�� (s J�� '� (.��-C _.��. A L� -��' � -. � � -�.,�� . �. Shset No. 5 oi 6 Sheeta 154. The rooi should be designed for uplift wind pressures 166. Welding data or detaiis for steel decki�g used as a dia- with due consideration for leteral support of compres- phragm should be provided. Information should comply sion flanges of flexural members. •with a specif ic ICBO evaluation repoh or test data submit- ted in compliance with Section 105. 155. Floor load should consider a 20-pound-per-square-toot panition load. Section 2304 (d). 167. Details should be provided on rooi (floor) diaphragm connections that indicate how the shears are trans- 156. Marquees (residential balconies) should be designed ferred to vertical shear-resisting elements. Connections for a 60-pound-per-square-foot live load. Table No. 23- should be justified with structural calculations for com- A pliance with allowable values. 157. Garages for the storage oi private pleasure cars should ��• Nailing for gypsum board (lath, sheathing board) used be designed for a minimum 2000-pound wheel load. structurally on shear walls should be specified to com- Section 2304 (c). ply with Table No. 47-1. 158. Live load reductions should compfy with Section 2306. 169. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by 159. Glued-laminated lumber should be fabricated in acxor- masonry or concrete walls. Footnote t, Table No. 47-I. dance with Section 2511 (t). � 70. Railings should be designed to withstand a 20- (50-) pound-per-foot horizontal force. Table No. 23-B. 160. Allowable stress in glued-laminated members over 12 inches in depth should considor a depth reduction fac- � 71, Ceiling framing should be designed for a live load of not tor. Section 2511 (d) 5. less than 10 (20) pounds per square foot. Table No. 23- B. 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable bad under protected 172, tnterior partitions should be justified structurally for conditions. Where always wet, the allowable load shall strength and deflection critena specified in Section be 67 percent of the allowable load under protected 2309 (b). conditions. U.B.C. Standard No. 25-17, Table No. 25-17-S. 173. should comply 162. Mchorage of concrete and masonry walls should com- with a specific ICBO evaluation report or justitying test ply with Section 2310. data should be submitted in compliance with Section 105. 163. Plywood grades should conform with Table No. 25-B. � 74. Pfans should indicate that foundations extend below the frost line. 164. Jusfification is required that sufficient slope or camber is available to assure adequate roof drainage after long- 175. Provide complete specifications in conformance with . time deflections. In lieu of this, roofs must be designed the desig� for for possible ponding of water. Section 2305 (f�. 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete worfc. This data should be submitted and approved prior to ordering oi material. Note that all tendo�s should comply with Section 4303 !c) 3 for fire-resistive purposes. Additlonal Correctlons: These sheets are a parl of the plans and shall remai� attached thereto. Corrections as above indicated will be complied with. Rechecked and approved (Sign Here) (Sgnature o1 Owne� or ApplKanq Oate Checked by Date REVtSED 1985 � Sheet No. 6 of 6 Shsets � � � � �� " Braun Intertec Corporation 6950 West 146th Street, Suite 131 I N T E RT E C Apple Valley, Minnesota 55124-8520 612-431-4493 Fax:431-3084 Engineers and Scientisfs Serving the Built and Nalural Environmenh May 23, 1994 Project BODX-94-093 Mr. Niles Schulz Dolphin Development and Construction Company, Inc. 530 West 79th Street Chanhassen, MN 55317 Dear Mr. Schulz: Re: Excavation Observations, Proposed Commercial Building, Northlake Office Centre, Lots 4 and 5, Block l, James lst Addition, Highway 13 and Commerce Drive, Prior Lake, Minnesota As you authorized on May 4, 1994, we have conducted excavation obsecvations for the proposed building at the above-referenced site. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the excavation bottoms for building suppoR and pavement support. Available Information No soil borings were performed for the proposed building. At the time of our observations, we were able to review on-site a foundation plan prepazed by Charles Novak, AIA, Architect titled, "Northlake O�ce Centre," dated February 2, 1994. Building corner offset stakes were set in the field by surveyors from Valley Engineering Co. Bottom of excavation elevations were referencerl from these stakes. The exact building location is the responsibility of the excavating contractor. Proposed Construction The proposed building will be a single-story, slab-on-grade structure. The proposed slab will be at elevation 934.0 feet. The building will be supported by frost depth perimeter footings designed for a soil bearing pressure of 2,500 pounds per square foot (psfl. Dolphin Development and Construction Company, Inc. Project BODX-94-093 May 23, 1994 Page 2 Excavation Observations The excavation observations were conducted by an engineering assistant on May 4, 1994. The excavation observations consisted of observing the soils exposed in the bottom and side walls of the excavation. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 3 feet deep) hand auger probes. Soil classifications were determineci oy exu;iining ihe hand auger p.�� cuttings. Building Area: The excavating contractor used a backhoe to excavate the perimeter footings for the proposed building. The perimeter footings were excavated to approximate elevation 930. The soils encountered in the excavation bottoms primarily consisted of clayey sand and silty sand that was judged to be in a meciium dense to dense condition and lean clay with sand that was judged to be in a rather stiff to stiff condition. In the area below the floor slab, approximately 1 foot of topsoil had been removed. The bottom of the excavation ranged from approximate elevation 932 to approximate elevation 933. The soils encountered below the floor slab primarily consisted of clayey sand and silty sand that was judged to be in a medium dense condition with layers of lean clay with sand that was judged to be in a rather stiff to stiff condition. Drive Areas: On May 11, 1994, the subgrade soils we*e observed in the drive areas on the west and north sides of the proposed building. Approximately 1 to 2 feec of copsoii was removed from the drive areas with a dozer and backhoe. The subgrade elevation was approximately 1 to 2 feet below finish grade elevation. Soils encountered at subgrade on the west side of the proposed building consisted of lean clay with sand that was judged to be in a stiff condition and clayey sand that was judged to be in a medium dense to dense condition. Soils encountered at subgrade on the north side of the proposed building consisted of approximately 1/2 foot of slightly organic lean clay overlying lean clay with sand and sandy lean clay that was judged to be in a rather stiff to stiff condition. We recommended the 1/2 I Dolphin Development and Construction Company, Inc. Project BODX-94-093 May 23, 1994 Page 3 foot of slightly organic lean clay be removed down to the non�rganic clays prior to placement of fill and/or aggregate base. Conclusions Based on the results of our excavation observations and hand auger probes, it is our opinion the soils encountered in the excavatiun bot�oms are saitable for su��rt of ��:, pro�;�sw building. Based on the results of our subgrade observations and hand auger probes, it is our opinion the 1/2 foot of slightly organic lean clay should be removed prior to placement of fill and/or aggregate base on the north side of the proposed building. After the organic clay is removed, it is our opinion the subgrade soils in the drive areas will be suitable for fill and pavement support. Prior to paving, we recommend the aggregate base be test rolled with a loaded tandem truck to evaluate the suitability of the aggregate base. General It should be noted that standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, the soils which were visible and the results of the hand auger probes indicate that the risk of detrimental settlement due to poor soils at depth is very small and we, thus, recommend that it be assumed by the owner. The cost for taking soil borings to better define that risk does not appe3r warranteci. Services performerl by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession cunently practicing in this area. No warranty, expressed or implied, is made. Dolphin Development and Construction Company, Inc. Project BODX-94-093 May 23, 1994 Page 4 If you have any questions regarding the information containe� in this report, please contact Dave Youngstrom or John Carlson at (612) 431-4493. Sincerely, • � David T. Youngstro Engineering Assist t Professional Certification: I hereby certify that this report was prepazed under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. (�/li� ��V�J.�� I John T. Carlson, P.E. Senior Engineer Registration Number: 20663 Date: May 23, 1994 cc: Mr. Gary Staber; City of Prior Lake dty\jtc :las\94093\ipt - � � � � � ? Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124 I N T E R T E C �� "� 612-431 •4493 Fax 431-3084 --__ fng�neer� un�l S� �enhsts Serving Ine Bvik nnd Narurol Envrronmenls May 23, 1994 Project BODX-94-093 Mr. Niles Schulz Dolphin Development and Construction Company, Inc. 530 West 79th Street Chanhassen, MN 55317 Dear :vtr. Schulz: Re: Excavation Observations, Proposed Commercial Building, Northlake O�ce Centre, Lots 4 and 5, Block 1, James lst Addition, Highway 13 and Commerce Drive, Prior Lake, Minnesota As you authorized on May 4, 1994, we have conducterl excavation observations for the proposed building at the above-referenced site. The purpose of the excavation observations was to aid in evaluating the suitability of the soils encountered in the excavation bottoms for building support and pavement support. Available Information No soil borings were performed for the proposed building. At the time of our observations, we were able to review on-site a foundation plan prepared by Charles Novak, AIA, Architect titled, "Northlake Oftice Centre," dated February 2, 1994. Buildir�g corner offset staices were set in the field by surveyors from Valley Engineering Co. Bottom of excavation elevations were referenced from these stakes. 1fie exact building location is the responsibility of the excavating contractor. Proposed Construction The proposed building will be a single-story, slab-on-grade structure. The proposed slab will be at elevation 934.0 feet. The building will be supported by frost depth perimeter footings designed for a soil bearing pressure of 2,500 pounds per square foot (ps�. ��•��- pev�lu�m�nt �, �------ ��phin �-....,n:wV, �n�• — Dulphin Devalupment and Coastruction Company, Inc. Projrx:t BODX-94-093 May 23, 1994 Page 2 Excavation Observations The excavation observations were conducted by an engineering assistant on May 4, 1994. The excavation observations consisted of observing the soils exposed in the bottom and side walls of the excavation. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 3 feet deep) hand auger probes. So;: classi:�cations were determined by examining t►:e hand auger probe cuttings. Building Are:i: The excavating contractor us�ci a backhoe to excavate the perimeter footings for the proposed building. 'The perimeter footings were excavated to approximate elevation 930. The soils encountered in the excavation bottoms primarily consisted of clayey sand and silty sand that was judgeri to be in a medium dense to dense condition and lean clay with sand that was judged to be in a rather stiff to stiff condition. In the area below the floor slab, approximately 1 foot of topsoil had been removed. The bottom of the excavation ranged from approximate elevation 932 to approximate elevation 933. The soils encountered below the tloor slab primarily consisted of clayey sand and silty sand that was judged to be in a medium dense condition with layers of lean clay with sand that was judged to be in a rather stiff to stiff condition. Uri�r �1r�:ls: On 11av I l, 1994. che suhgra�ie soils were observed in ihe drive areas on the west and north sides of the proposed building. Approximately 1 to 2 feet of topsoil was removetl from the drive areas with a dozer and backhoe. The subgrade elevation was approximately 1 to 2 feet below finish grade elevation. Soils encountered at subgrade on the west side of the proposed building consisted of lean clay with sand that was judged to be in a stiff condition and clayey sand that was judged to be in a medium dense to dense condition. Soils encountered ai subgrade on the north side of the proposerl building consisted of approximately 1/2 foot of slightly organic lean clay overlying lean clay with sand and sandy lean clay that was judged to be in a rather stiff to stiff condition. We recommended the 1/2 �' Dolphin Development and Construction Company, Inc. Project BODX-94-093 May 23, 1994 Page 3 foot of slightly organic lean clay be removed down to the non�rganic clays prior w placement of fill and/or aggregate base. Conclusions Based on the results of our excavation observations and hand auger probes, it is our opinion [he soils encountered in ti:e excavation battoms are suitable for support of the proposed building. Based on the results of our subgrade observations and hand auger probes, it is our opinion the 1/2 foot of slightly organic lean clay should be removed prior to placement of fill and/or aggregate base on the north side of the proposed building. After the organic clay is removed, it is our opinion the subgrade soils in the drive areas will be suitable for fill and pavement support. Prior to paving, we recommend the aggregate base be test rolled with a loaded tandem truck to evaluate the suitability of the aggregate base. General It shuulcl he nut�l that standard penetration test borings with power equipment were not taken t�� alust� th� suils at depth. H�wever, the s�ils which were visible anci the results of the ►ti�nJ ,,u_::r� G�i��hc� in.li�stc th.�l th� ri�k uf ��tri�n�nt.il s�ttl�mcnt duc [u ��ur sc�ils at depth is �Cl� `:Ita.I dil�1 'AC. Iiill�, (C�+�Illlll�(1J f}l:l' II hct :i��llflli�� hV (}lc', UWf1c'.�. ��}lc �l)SI fllf taking soil borin�s w betta detine that r►sic duCS nut appear warrantecl. Services performed by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession cunently practicing in this area. No warranty, expressed or implied, is made. � Dolphin Development and � Construction Company, Inc. Project BODX-94-093 May 23, 1994 Page 4 If you have any questions regarding the information contained in this report, please contact Dave Youngstrom or John Carlson at (612) 431-4493. Sincerely, ��T" .� � ,�.., � David T. Youngstro � , Engineering Assist t J Professional Certification: I hereby certify that this report was prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. 'f �� '� John T. Carlson, P.E. Senior Engineer Registration Number: 20663 Date: May 23, 1994 cc: ':�r. Gary Staber; City af Prior Lak� dty\jtc :las\94093 \rpt . O� PRI �,p � - � �' �� :�' � .... ..; � x � � "'�N�vESO��' CITY OF PRIOR LAKE 4629 Dakota Street, S.E. � Prior Lake, MN 55372 . � FAX # 447-4245 - TELEPHONE # (612) 447-4230 FAX COVEA SHEET /� � �, ) , DATE: C�� 7 7�� TiME: _� —� -- TO: �(,` �=� �= I,� � � FAX#• � � — � l C�.� � FROM: �� -��-��`� / � SUBJECT: /--� L, L� �� ;� � v ��=-�-� . � �(-� � MESSAGE: �--�; � < <�`� - �,.., , /_� �� ,,� . � ` `'�� '� �_ i ,� �}-�-� z � � C�� G--��--'n--�-�, � ; `G. � r � � / / � �. , � G-�'�y/ �,_�� !�`-� , � =� ti`-=-z - -�� = � /�^ �2��) i /�'�.�_✓�"t� '�--o � /�� _>,�Z> �� _� � Number of Pages Sent (Including This Page): � ' __ .r �"''. 1340.0500 SIZES AND CLEARANCES FOR SANITATION FACILITIES. (toilets, continued) A vertical grab bar shall be mounted 12 inches from the front of the toilet bowl extending from 12 inches above the height of the toilet seat to 30 inches above the toilet seat. u provided, urinals shall have clear access • width of not less than 31 inches. - urinais shall be not more than 18 inches above the floor. Subpart 3. Lavatories. Lavatories shall have a clear access width of not less than 31 inches, clear height of not less than 29 inches to the bottom of the fixture apron, clear height of not more than 34 inches to the rim of the fixture, and a clear depth of not less than 12 inches under the fixture exclusive of bowi and waste pipe. The water control valves shall have lever handles. the bathtub shall be equipped with a flezible hose hand shower not less than 6 feet in length, and a vertical height adjustment bar for the shower head of — not less than 4 feet in length. The bathtub shall have a seat, either folding, retractable, or fixed, not less than 17 inches nor more than 20 inches above the tub floor and not less than 15 inches deep, and of water-resistive materials. Grab bars shall be provided at one side of the bathtub. Such grab bars shall be securely fastened to support a load of not less than 250 pounds. They shall have an outside diameter of 1-'fz inches and shall have 1-'fi inches clearance from walls aod - partitions. A horizontal grab bar shall be mounted not less t6an 4 inches nor more than 6 inches above the rim of the bathtub. Grab bar shall not be less than 36 incheslong. A vertical grab bar shall be mounted 30 inches &om the end of the tub extending from a height of 9 inches to a height of 3-'fi feet above the rim of the tub. Water valves shali be single lever control, and shall be accessible from the seat. Subpart 5. Showers. When provided, the shower stall shall be accessible for the handicapped with a lip or curb at entry no higher than 'fz inch above floor of room or stall. The shower stall shall have a seat, either folding, retractable, or fixed, not less than 17 inches nor more than 20 inches above the shower floor, aad not less than 15 inches deep, and of water-resistive material. Grab bars shall be provided at 2 sides of the shower compartment. Such grab bars shall be securely fastened to support a load of not less than 250 pounds. They shall have an outside diameter of 1-'h inches and shall have 1-'fz inches clearance from walls and partitions. A vertical grab bar shall be mounted on the wall opposite the seat extending from a height of 3 feet to a height of 5 feet above the floor of the shower. H 06 SUBIECT c. v � L C.�.G.f PROJER Ne�t-�l- � �-rwrc.e 0�! C�2 6C� �-- CLIENT p/L� a� G�2 PROJECT NUMBER l O L - O 3 7• y/ DATE ��{�4 S BY /�2� CHECKED PAGE OF l'OISI I,fIIG EIGIIEERS f ,o- t..�, L �-e r m�-12 �.o r.r c/� `t8 �+-7�i a.J �-e S�� c�ia�Y -�'�.c �- E�.-�G..� �1 S/�.e � t s �- � s f- d �' u.. h �� r� � s l. e, p .2�,�-e n1 S. /� C� �-e h� 'L�i cH-,-n-� y�,,. �=�.�-g � � ,x� S�-C�D �.s �� .o—�p�-6C� . y-l._c � y d,�►.,. �- w t l I �R.�-� A �v �� ,!'' �-t r• S �o r.� �v ✓ o c/ � /��P /4- P r o p,e t� 2� �' e�� d' � f L a G�o .•�• Pc.�2,a-'�-� �� - Ya �. �.a.v� .a-y► y fs�•�.��o�, o ►� S �lA-�1 'e � �^-d�S� v+�-S �' /' i''^1 suBlErr � h . -, �eo��tr v t��L C� �- utEHt �r'� d z. L-�/�,� PRd1EC1' NUMBfR f(�Z. ° Q 7��/ DAiE �' D y 4 3f I�,��T[�G �.1�I��ElIS B Y /Z � �NECKEQ PAGE --�F �c� t�, cr� "-- t S� /'-� lr � s � o#' s�c. . �r � s Do h? �'`� �n �'Y� a Z -�o wl-u�' � 5 S P-et. � � � �� *�' ��r'�' �� 1C� o�- a�-��-dC� � � � r9-� � rv a s� S. �J tr4 P.4SS. �,,►.� e r�..,. �'r-e n /� ��-c. �� i �►� oG� s r� ,�S f- 2�-s �. c.�-� � �,s p•� . �� .� � ��-��' � ��- � 5 �t. � r� 5 �-� �C-u.r�� C•�s �,r o r✓y �✓ � �.. �1 y k � �, l _ � w� � � tTr`�� r�' . � s !l�/S lA.)�eR" • � �� r o x p i t� � �, �/,�."� '��-� +� �-� C� S � .�n �rv �-- �o-C..0 �4,.I�.re- �4�' d `�' �� S f � ��+c Gk �� r,,i o�.1' u� cts � s��2 �' o ��. � +9,�� 14��-- � t ! �� cs� �1 �-�S p.�J (� �.,ar3-e W�t n.�S • � S 2 p�i t�-P o.x- 7o N� �-�, � ru. � f - c�,� �c � � �Y s G�-� S �. � � �' '� �X �� 1 � � � ` �,,� � �� i �� „� �,a.�� Mwcc sx Service Availability Charge (SAC) Commercial Detail PROJECT TYPE : � �XNew Building Only � Alteration ( change in use ) Q Addition � Demolition with New Use � Demolition Declaration Only ( Attach to Form MWCC 92A ) ( Attach to Form MWCC 92D ) NE1M USE.: Fill!Qutfottowin section '>: Proposed Occupant Type of Business Rental Office S ace Office Site Address 14180 Co�erce Avenue N.E. Building Permit No. Date Issued Total Square Footage 94-114 04/29/94 10,404 CALCULATION OF SAC CHARGES : SAC UNITS Use Quanti Retail sq.ft. @ 3000 sq.ft. Per SAC = Office 9, 816 sq.ft. @ 2400 sq.ft. Per SAC = 4. 09 Warehouse sq.ft. @ 7000 sq.ft. Per SAC = Other — Determination Made by : Gary Staber Date : 04/28/94 TOTAL CHARGES = 4 (n units) ' PREVIOUS USE : Fill out followin section : Previous Occupant Type of Business Site Address Demolition Permit No. Demolition Date Total Square Footage CALCULATION OF SAC CREDITS : Was previous use in existence prior to 1973 ? � yes Q no SAC UNITS If no, Original Building Permit No. Date Issued Actual SAC paid for space irnolved: (choose one) � Entire Building � Portion of Building = Additional SAC paid for space irnoNed: Bldg. Permit No(s) Date(s) _ TOTAL CREDITS = ( ) If yes, Use Quanti (n unib) 1973 Retail sq.ft. @ 3000 sq.ft. Per SAC = 1973 Office sq.ft. @ 2400 sq.ft. Per SAC = 1973 Warehouse sq.ft. @ 7000 sq.ft. Per SAC = Other — Actual SAC paid after 1973 : Bldg. Permit No(s) Date(s) _ Determination Made by : Date : TOTaL CRE��TS =�� (in units) For above section s show source of SAC datermination: NET SAC UNITS = 4 ( 0.5 rounds up to whole number in units ) If a determination for this location was made by MWCC, If NET SAC UNITS is a CREDIT BALANCE, please please reference date of letter or attach copy. indicate how many will be reserved as... Site—specific units of credit (Form 92RCR) NOTE : Determinations based on phone or taken as... conversations are only estimates. Ciry—wide units of credit (Form 92A). L.�s� . 5��-�, n-U -� y� lo :30 �'y- L l�{ �� DATE TIME CITY OF PRIOR LAKE CALLED-IN p INSPECTION N TlCE SCHEDULED I=30 - i o- 3�-`Kl J d � PEFiMIT NO. (�� — I�� COMPLETED 1 � 1 t ��: l�� r�lo.t•.� �" P � ° '""`�S I 0. 1� T'� P lG.+^"`^-: w q \ � J �f �" ) A�DRESS ly�`� Lcsw.�,.�.v-�_� �c�—� ��. ], e� 2 �e 9 OWNER CONTR. .s'� � TELEPHONE NO. 3 °9` lLr ❑ FOOTING ❑PIUMBING RI ❑SITE INSPECTION ��"� � C] FRAMING ❑ MECHANICAL ❑ EXCAV.lGRADING/FILLING t � U INSUTATION ❑ WATER HOOKUP ❑ LAKESHORENVETLANOS � 0 O WALL BD. O METER SET/TURN ON ❑ COMPLAINT �`' � 2��INAL O SEWEfi HOOKUP ❑ FOLLOW-UP `o�' J ,,�` Q O FOUNDATION ❑ SEPTIC INSTALL. O SEPTIC FINAL �,,� �, 2 O DEMOL. ❑ SEPTIC MAINT. O FIREPLACE J O FIRE PREV. � PLUMBING FINAL U �� .,n = COMMENTS: ��``"9S �'° �° ' � Gy 40 •.,- . ✓ 1 -_ /,.�' s , < � �� I• �I,�IV�.G ��5� J-- S\11I=Q I�l)IM �XS`S' f �\ Q � '�17 � � • �ir� SVDIDr n 6 l L � Q eo � � � � J 0 � CS �'1at �.. Vc�V� Sc.�ia.uv is! ��✓� Y 5 :°� , � y A �B � �._Tr.S tu� ti.R �-aclS Q9J 0.�'j �J-1�� :t� ` �{ J � � �e¢.L ��a�.v.: i..c, �� 1-3+� t� h `i C� \ �� 5 ` r r r � p� �_�' J, � V�ve�! � 1ti5 r� c�Cn� �- ¢� f `C� '� � �D � Qux , FJ!-cc.iv� CSY� � Ll . Yln l C �o � o .-- i I.L `�_'�i � S'u s�-e.... �/ � I Q'_1C" l� �' �s�CtE s � ��t cr�wc.Tu o-•-. 1��.�� c��,�- �� ` ��-S` °� L�n.IY�'D�- Cd cc.,�o (o0-is �1-� Gt.SSo-�'t.�9 � C � P �C � I I i: �.1 �rJ PTtSI 1(Y�- � C+�V'2'S � �T3c�� -2S�9. \ w �, W 1�?. Coe� �`t-� ,� � c.J-w� D no�rc..� ��r � j r c � IvLC� � ��na4 ao �l� ; ,,, �„� 0 W Q W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN O❑ CORRECT WORK AND PROCEED ��CORRECT WORK. CALL FOR P.EINSPECTION BEFORE COVERING U O CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. O STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. call for the n t inspection 24 hours in advance. , Owner/ � ntr. o site Inspect r 447-4230 rs�row coPy na wn� copynn�ro. a F�. 6.13 EXTERIOR LIGHTING: A. Exterior lighting shall be designed and arranged to limit direct illumination and glare upon or into any contiguous parcel or other lakeshore property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. These measures shall include but not be limited to, lenses, shields, louvers, or prismatic control devices that are designed to concentrate itlumination on the property of the owner or operator of said lighting or illuminating devices. Public street lights installed in public right-of-ways shall be excepted from these standards. B. The City may limit the hours of operation of outdoor lighting if it is deemed necessary to reduce impact on the surrounding neighborhood. (Ord. 91-06) C (,J � .�,�..� �. a. �,�.►�-� P��...:.._.� R � � ►yt ao c� �,-�,�,-� c;��iv�t `s �af�� ,t 1:�.1r s�,.�,,,.�.,.;,,.. ; ��-o � wi�9-�ws o � �� Teg; c�.2,...� : ��. e<o es-� � �e s ��..:...� . �ar `� - �W w-• �S US +o U� +�--� � o� Q a= a �..o�-cJ-- -�--v _ � � ` `o� c'�o �^.. � .1 Lt� �`�n�r..,..,.��Q -�-�^-� Q� \f Section 6, Page 34 O � P R I .� ,� � ; � � � x v , ,� �� October 10, 1994 Mr. Niles Schultz DOLPHIN DEVELOPMENT & CONSTRUCTION 530 West 79th Street Chanhassen, MN 55317 Dear Mr. Schultz: This letter is in response to your questions for the buiiding project located at 14180 Commerce Avenue N.E. 1. TOILET ROOM ACCESSORIES - Toilet room accessories shall be mounted so that the working height is no more than forty (40) inches of the floor. SBC 1340.0600, Subpart 2. The working height wili be measured from where the towels are removed from the dispenser. 2. DOOR LATCHES - Doors shall be operable lay a single effort with one hand. SBC 1340.0600, Subpart 6B. This can be accomplished by lever locks or panic hardware. 3. DOOR LOCKS - Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort UBC 3303 (c). Door locks would also be subject to SBC 1340.0300, Subpart 6, B. and can be accomplished by lever locks or panic hardware. There is also an exception to UBC 3303 (c) that applies to this project. This exception would allow key locking hardware with a durable sign adjacent to the door stating "This Door is to Remain Unlocked During Business Hours." If you choose to use this exception, please contact us for more detail. In the case of both locks and door handles, the round knobs and thumb knobs would not meet the State requirements for handicap accessibility. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER _ i'+'=-�': il: i5 ��'_116E� DULF'HIN iJ��,'ELi=iP�'�1ENT F';-.GE Nl � L��Lr�ih1 �EVELO�'MENT & �ONSTRIJCTI{JN CO�viPA«Y, INC. F�►x �rsx��rJ►s, �ATE : _,l j ! 7� ! Y i'O s � �-�{�C � , � � �� '�[ "_- .J �t�MF�ANY : � o �.._ L�� f , !�l -G ��w` � CJ.�AANY s xvMB�� o� pA0E8 (including covor ah�at);__� . �f any portion of thim fax la not ruc�ived, pleaet� call 934�0472, R��t�� tt �'�X�� r� b� e�ent. tca ��l�l;�_:t ?)a��r�' c�p;�:�;lt ��: i �r�:�r ��t:e.�.i�fj Campany, Inc. y3y- �ILO ' " �T � �i A-21� �D� R1.�� N � � 4 �. C� � �� 53� i��st 79�n Stre�t • Box 443 � Ch�nhassen, f��nnesota 55317 •(6 i�} 934-04�2 e�� ' 1'�� i4 i i: i � `_i�4til t�b DU�F'i-i iN DE'�,itLUP�9ENT Pr;GE r�� -„ i��. �_ r7:� iNuS H��Vpk wR�M� t ' • ' t I t ir , �yN. .a . _ � ..� r�f i ' � _. - . . — _s � �3 �Mqwi � . � �� . , . . , .. � ��• �� htavember 4, 1994 r N$Ia� Scnul� Da��hjh Development �30 �est 79tR 3tre�t Ch�nhass�n, MN 55317 RE � �torCh t,ekm Of f ice Center 'rior Lake, MN Dear Hile�: Enclo�ec! pl�a�se find the copies of thd Cc�rtificate fnr substantiel C�mpletion, check l igt ► a i1s� �am+e �IraL,+'�r c�g ' �nC�iCat �2, h .3,8l1d.81'a��i�� i��r�'� 3c3 i't i r;n,=a i j �� s to makg e �.� we discu,��ed bt the job site, I think most nll �t this work can be cleaned up withi,t� approximately a�.reek to A wesk - a�td s*�alf. 7 woul�i therefore tentatively like ta set up�a fin�I in�p�ctinn covering the itema on thi8 chec}c ]ist for Tu��day, Nov�mber 15, at which time you will h�o�fully have el� �s� tt�� item� on this check lis vqfi��e�e� and the build.ing i,room clsaned go thnt it can C3e�turned over to the Owner. -�-�-`� ` �__ �ou c�� 11 ne�d to ive n co \��-^ 9 py of this check livt tsnd t_3�e' { cir�cainqa to �r�ry Stabe at. the caty �f Prior Lake to fihow him� f that w� e�r� fal lowing the reyuirQments of the� r inspa�tit�n ; � Ycs�a can t�ll hiz� if he has any queetions after S� r�vie�:in� tt;� �dditi�nal landscaping that we have pr.oposed, �he �flnuld give me a c.11. / •�l � � � ��_�_�-/ ra?�0 S�t1fi� �OB�RT r kAt! - 5�}tTE 200 -- ROSEMOUNT, MINNESOT� 55Qfi8 (G�2i a23 22G4 ,; E_; � i i'7-j � 11 : l�� '� J�l`�i16� DULPHIN D�', ELUI=T�IENT P�uE r�:� � : ��F�'�K� 2Z' � �' .��_ BU ZL�j�_ �2 �4 ��I4�_l.T,�S�__- �EIVERAL �`�• �� po�� y 4 foot bituminous z�amp up e� e�ch of the '' ��d��e.�k �raa� Ad�acent to the thres entrance v�stibules as � r�qui�r�� t� r�dlt�e ��g �ttep �t the si8ewalk adjacent to these # ve�tibule� to a distanc� of b". � ��''�� - In�'�et�i door stop� nt the thr�e ret�r exit doors and the doora •! ta th� el�ctrical equ;pment cloeet. �• Iristal� �►�cli�ionttl +��cterior pinntinqe at the rear berm �long � tl�e �,ra�t propr�rty line end ed jacent to tha trnsh �nclosure ar+d � elec�rical tr�n��orma�r box as indicated on the revised lent��a�.�e pie►n �urnis�ted with the �;heok liat. �2Yjjt,�j • ITEM� l. Ra4ara�� a�? area 2o reet deep beyorid the narth concrete ��. driv�srray ��rb for trie complete width of the property such that -��`'� �" t�� C d�irt �nd �e�d can be installed ontc� eil are�hat �� h +� �►a►�n �}��4�vr��Ca '`i'�':-.''..31 ai.1C � �s i.�'I ��'ft3 je3�#.. Li�:. �� . /� t t � f .�' o�C. n o r-� Q� q��i Q..w� � ��. Provide e� z faot radius an the curbgd ir�land extgn�cion that�± ? S �`� �ut� in�o the drivewe�r at the r�ar south corner of the �" Duildinq. �� j`�-3. �ravi�ie e closure where the qas piping enters the aluminu�n soff it et the rear eouth corner of the t,ui ldirzg . � � � � , �4' �* �f�� :�- f lar�� ,f the� sps s7�i��.-c��r;; �i�,$ et �.he Dack �►ail �i tne buiiaing. ��(,e� �• Dpen up �he drain rio1Q in the sidewalk uneer the planter at i �he BoutC:e�gt a�rea o� 4he covered �alkw�y. This accur� at a 2ow apo� in the sidewalk end needs tc� heve additionel draineqe to gat rid af ponding wa►ter. �. ?�:��' `t�s;t:�.:mp� ��yi::q srtd at3t'si��t��i�: �4��°�e��d �:o�{ �?i#p ��h�- �ulch in �he sou�thw�st plenting eren a� indicated on the ` le�ndscape plan. ? Fr��,►�Q� ��,erior buil��,;�� iaer,ti�i�a��,n l�tt�r� �s Y�qu:r�d Da�` by the City. �_ PrC�id� � a � � r t � ,_ , f t i� ��_ �t _�r o.. :.� �di � tor �he �a:,��pin� �r;� irr�g��c�n � sys�em z'�placement per the reyuirement� of �he City. �, ��7;'1�� : 1� �+��a�l��; DC��Pi;�N DE'�,;ELi=if-'h�1ENT P:;GE Y�a R IIITERY4?� �!'iS. _ - G�Ft �- � _ , �,�� , A� �t�qe six �xte��r �oar� from th� ve��bul� to ��:e �ndis�ic��:al �y �a�Pfc�e ��et��, provic3e �luminum bre�k metel �c� :in�sh off the ,,,..�i int��'r��cti�n �f the vinyl w�ll clv�h s�ith the aluminutn d�or fra��s on the va�tibu2e side, and a corner beed anc� �ry�r�ll finisP� on the �nter�or side. '�!2. 1�d��st the hardware on all interior door� sucri that they latch � ` prop�rly wlthout �nc3ue effort. � � �, Provide door stop� at a3� doors. Irtstall eI1 daor attipB i ��3 ,��y� �a� the �tope� at th• six rear �xit dc�ors from the �Po� ��:� a�:r��e� ;..:� ��e ��a: h��y�> Thes� �� sriUt�ld ba [urn�d aV�r to thQ buillding orrner �or 1t�stall�tion at th� �.i3ne tha� eacR oi th�se oftics e�pacem iS �inished. ,��-.� 4. R��`tnieri th+� d�ywall iri �reas +�h��e eddi�ion�l �creWS �a�te �r�'' Deen ar�d�d to install �dditionel �qu3p�roent e�r b�stter �g�ure t�e drywell. 5 Provide et cttulDc bc��d Where the C�r�mic tile wolls af the ��' bathrc�om� ebut thf drywnll ceiling. ��, l��ovide caulking in eoch ot the bathrooms �r�ere the Wood �� lavatory counter gupports ebut the ceraMic tile �+all�. - � 1. Provids caulk in ea h of the bath�ooms where the hollow �. �.,1 met�2 door trames abut �he cer�mic �ile wall surf$ees. p � p �A �,, P�ccsvide a caulk �aint sah�re the t�carnes of the n;ne electr� cal , � �,� � va�l heaters sbut the ad�ac:nt wall �t�rface�. �� P � 1, Rap3ac� the broken pen� of gla�g above thE exteri�r doox op�ning dt �h� �outh veetibula. �, l�,d�iu�t the we�there�trippirig on the �outh extersr�r rd�r exit � daar to provide e w�ather-tight BeBI. ��, R�pain� th� extQrior porti�n og the holiow me�� rame et the � s�uth exterior r�a�r exit c�oor wh�re �the �ini�r ha� been raabbed off . �.�. Ir��1 tini�he� as indicated �n th� Room Fin;�h Scha�du�� for S � tt�e roof acc�ss m�chanical raom. `�� shal� incl°.�dQ r�sil�.ent ,�tr'� tioar til�a, vinyl cov�d base and pn1»t on th$ drywell wnll � Qu��ece�. �,Y S. Tauch up e�e priM�r paint on all aroea whQre it t�aa �Seen � °` dis�urbed on the roof accesca ladder. E�' _� ��. • ; ;� . ' -+�; �: �,1!1'��+4 11: i5 �:J4y16b DULPHiN DE'�,;ELUPr1�NT P:;Gr N5 �'• �d�s�� g 1��c:M Wn �h� root pcces� hatch for e�ore secure el��a;d� and re�lfqn r��►$ rubber qegket to ingurQ a campl�te weeth�r-ti.ght seal. �,�� it��r replace c�� relocete the tap frnme �f the ele�tric wall es�ter in the north o�fice arsa ot the middl.e bay �h�re it has 6,, bean damaged. �� l � . R�p�ir and repaint the metal trame for the wall-mounted �+ iiqhting fixture at the north extet'ior veatibule where it has been ecratched. 8�1''�,E�� 1• �temove 4iI dabri� from the roof area. � �� 2. C�ulk �.►td seel the qap between thQ overflaw sr.up�ers and the ' etd jac�n� metel mansa�rd sidinq. a ,�`� ° C�ulk ra:�d eeal �h� bottom f luteu of the metal siding ga that i��` fheeCt� �flRT1bC crawl up inta the int�r�or maneard nrea. � ��. Cliulk �t�d gea]_ th! open intereRCtion of the corner tritn at tn� mensard raof. ��,� �. Redi�tribute the rock on the roof �here the root aree hes been � pgtch�d at 4pp�oYimet�ly ths middle of the roof. ` S 4 . ��fi�1.�7��-i 11. 1J �_�J4�_�l�_� L�_��F�Filhi JC'•1GL�_��'+�CFti�I f ri�7= �� -.. .. �._i...-.�_'__�� . . _. -.-�_...� s'__' .. .. _ . �___�. _ � . - . . ..� . � ��..."�'�_ �. . . �._ . . _.____... . �- . . . . ..� S�HEDULE OF PLANI�iNGS � � � _ . - -. . .,__ _---- � _ _-- -_. _--- _. _ _-_ �--__ __ ; ��k��KT_�.C_?!��,.�,�� 'VAtmii � BG7ANi�AI r�l1�lE 5}ZE REMARFI$ ` ' -- .t�__._ _ - - -�-----�--. _r.r" iGLEB:�<.1A Tk'iACAN(�1JS --- ---�— - -- •_---+ � J�� 1R!I�F k[4�, NClNi.Y! Ui.l1� 1 ��' CAI,.IF' `, 1�68 C IARZ 45 FF �Jf� I++FkNtS irrFExtA�` ---- -�. ,, . . ._______ - � —_ " _ I _ _ . _a... -•-- --- _ - — - - . � ` r'� kk:'K.BIF'-�t!` i(��lTli ULC(r i_'7' tl�1 iF )i1LH SlAr;C AS REO� ! � - - —�— --- • 1 - - _� _--�.. _�. __, � —,. _ j � � �� / � . � � � � ; � � l t�1Jfi:[� i_��$� �iLL:;v ; CAI ]X. 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G; � � / BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT �-, � 1 APPLICATION RECEIVED ��f�'�� The City of Prior Lake PLANNING Department has reviewed the building permit application for construction activity located at /�' � �� Accepted Denied Accepted With Corrections � Reviewed by: ��.,� Date � � Comments• � d C�.�� G / s S�d - � �s�� ' � �� . "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." MEMORANDUM TO: GARY STABER, BUILDING OFFICIAL FROM: HORST W. GRASER, DIRECTOR OF PLANNING RE: REVIEW OF NORTHLAKE OFFICE BUILDING NO. 2 DATE: MAY 4, 1994 1. All mechanical equipment must be screened, Section 6.10R. 2. An easement for the northerly driveway must be provided in perpetuity from the adjacent property owner. 3. The parking lot should be striped. 4. Screening is required along the rear property 6.10 M& N • Berming must be a minimum of 4 feet with an effective screening height of 6 feet. The current plan indicates 6 foot Red Pines in double rows spaced about 12 feet apart. This is not sufficient to provide the necessary screening. The applicant may either extend the solid fence and modify the plant material to decrease the spacing to a maximum 8 feet. The plan must also delineate the mulch area from the sod area. Additional plantings such as lilac or dogwood should be introduced on the west side of the berm for the northerly 60 feet of the property. 5. A radius should be formed rather than a 90 degree angle. 6. The poured curb that separates the existing parking stalls from the driveway along the rear lot line should show a radius rather than a point. 7. An underground irrigation system is required, Section 6.10 H.4. Since this building is the second phase of a development plan, not all landscaped areas need to be irrigated since the first phase was constructed prior to the adoption of the Landscape Ordinance. Only those areas that are attributable to the second building must be irrigated. These include the berm area along the rear property line, the larger entry focal area between the two entry points and courtyard between the tow buildings. 8. 10% of the coniferous and deciduous trees must exceed the minimum size (to 8 feet and 3 1/2 inches caliper B& B respectively) to establish some diversity in size. Section 6.10 E.4a. 9. The landscape plan must be signed by a registered landscape architect, Section 6.10 D.1 10. Subdivision of the buildings will be allowed only under a condominium or townhouse format. 'HGMEMB' � P RIO ; ��`t� �l O � � � C� y � x � ,� i, ti, ,ti� �. s o� •��1E,1� � 5., MEMO T0: GARY STABER, BUILDING OFFICIAL � �� BLAIR TREMERE, ACTING CITY PLANNER -;�_ ._ : FROM: DEB GARROSS, ASSISTANT PLANNER RE: SITE PLAN REVIEW 14180 COMMERCE AVENUE (BURDICK BLDG.) DATE: NOVEMBER 1, 1994 On November 1, 1994, a site inspection was conducted to deterniine conlpliance to the site plan and landscape plan approved for 14]80 Commerce Avenue. Fonner Planning Director, Horst Graser, revie«�ed the plans and approved them on May 4, 1994 subject to the ten conditions identified in the attachcd mcmo. Thc site inspection revealcd �hat lwo conditions of the niemo have not becn satislicd: ITEM 4: The plan was to be moditied to either extend the solid fence c -� modify the plant material to decrease the spacing between Red Pines to a maxi�ilum 8 feet. Additional plantings such as lilac or dogwood should bc introduced on t}le west side of the bernl for the northerly 60' of the property. No additional plantings or t�ence are in place. There are no plantings such as lilac or dogwood locatecl on the west sidc of the ben» for thc noriherly 60' of the property. Thc landscape plan should be amendcd to show the required screening and the site planted accordingly. I'1'EM 6: The poured curb that scparales the existing parking stalls from lhc driveway along thc rcar lot line should show a radius rather than a point. The curb in place is not roundcd and therel'ore does not con�ply with condition #(. The cxis[ing curb should bc replaced as rcquircd. NOTES: The landscape plan indicales ihat metal landscape edging and 6" of shredded wood chips are to be located along the southwcst planting bed. No ed�ing was noted on inspeclion. The shreclded wood chips did not cover the bed nor were lhey to a depth of 6". The illetal edging and wood chips should be installed as indicateil on thc landscapc plan. The Landscape Ordinance, Section 6.lOG re��uires that trash storage areas and mechanical equipmcnt be screened. Tl��ere is no screening of thc trash enclosure nor eleclrical boxes adjacent lo the west and northcasterly 1ot lines. Thc planting plan should be revised to indicate screcnin� proposed for the lrash enclosure and electrical boxes and the plant ma�erials installed. Landscape Ordinance, Section 6.lOJ requires the developer to post a lettcr of credit with the City :for the � coil�plctc lan�lscapc and irrigation systcm installation, Tt�c valuc of tl�c letler of ct�cdit sh�al bc 125�0 of the cstima�ed construction costs for plants, irrigation systen�, nlulch and edgers. Release of the letter of credit shall occur on the date lhat the City has reinstatcd and acceptcd the landscape and irrigation system. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER The release date shall not be earlier than 10 days prior to the expiration of the plant guarantee. All plants and the irrigation system shall be guaranteed by the developer for one year after total project acce��tance. This will assure one winter season with a fall shut down and spring start-up. A letter of credit for landscape materials should be submitted to the City uf Prior Lake as required by Ordinance. The City Code, Section 9-1-SB) requires that each principal building be identified with address numbers on the front entranre, posted in a manner to be visible from the street. No address numbers are located on the east, front, of the building. The building should be posted with the address of 14180 Commerce Avenue NE. The City Code, Section 5-7-2(A) regulates temporary real estate signs. Such signs shall be re�noved within 7 days following the leasing or closing of the sale. The two real estate signs on the site are located within S.T.H. 13 Right-of-way and must be moved out of the right-of-way. The site plan indicates the right-of-way location. The signs should be located at least 10' From the highway and Commerce Avenue rights-of-way. RECOMMENDATION: All conditions of this memo should be satisfied prior to issuance of a final Certificate of Occupancy for 14180 Commerce Avenue. BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST . i . NAME OF APPLICANT -��'� � � APPLICATION RECEIVED `f-�/�l�� The City of Prior Lake PLANNING Department has reviewed the building permit application for construction activity located at � � � Accepted Denied Accepted With Corrections /� Reviewed by: ��.� Date � � Comments • � ' � � �cr,� G 1 /� S ��. l� � s��O � ' � �� "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." � cn ca��cT� �owT w++tN «m��t -..� 1 S POIJNED M' 17H Ci1Nt! Il�p�liE � C ON TN A CTI ON JOIN T CO N TA�C�}t�tl ,�T � �' � 'U I 26 � � � -,-1 � -.J �'J � r ' � � r�' � � �y CON7MCTIbN �rr rn � �x�►r� .�+T 7°C f( SAWCO Oii RM'�1�OYY�1 I [ftfA�lldM V1 �C �. I _ ON I!!� dt Wf0E11 Oi'�NC I JW�1T � I I � .`�' 11 � 5� -0� __ h � 5 ��_� ��--- � VAH IE S � ' � 24' MINIMUM I/2" � X 2�-6" f)fFCNlOArO TK �AR3 '^ �J/�"K I� !'�d�NAEO O�ffiMiLCTlON � AT 2-6�� 0/C , PLACE AT MIO DEPTH P L A N �}�T � p� y�,r�� 1`� O F S L A b. ►f07 N'Ol1M1l U CONCflETE JpM�lt °JEALEl1 9'T'Ef�, 1''0 bE lJ�lD 1�Pf#�1i 8, � , nft VEVfMIIf 3lAB I5 NOT i"Oi1qEO � INYEi3i�tML WITN f3U7T�IR . ', f. d • �,� � n � � . ," . �$b,u, :.,. . '°' � � �' ;�.� . :. � � O � h � ' � , �. . � , ,' . � ,` • " . • w - m � ,� . . . . . . ��.� , , �r "�'-.' ,. . ..� ..,...; •., _..,-. .',--_-�_�_,: '`_ i�� '._• �' . � z � V� � d m m � � � � � . . _ ., ., rr rn i . ��y. ��f.�' � ►t ��J, �l . -�� ' �� 1•')��'.�� .� • -1 � � ��'., ,1�! •. • � •1. ' ` � ►' � ro � � � ..• � D � � SECTION ' � -� � � CONCRETE MUST BE TYPE 3 AIR ENTRAINED MIX NO. 3A32 ACCORDING TO SPEC. #2461 AND IT MUST BE a PLACED ACCORDING TO SPEC. #2531 OF THE MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION " µ , i � ' '\ �) �' � � R �\P � --- _ __ I 5 0 � ---- -- �, � � � L= 25� I I� L= 25 � N �NV. 922.8 , INV. 924.2 �\ �O Gi�555� Sa�n�'arY So.u.�u'' 24 ee' _____ __ � e 5_-�'---�_---_ __ � _ __ _ e.t"t! t GC $ ut,�p __ _ _ _- -- - -_ t � , � �.. \ = 2 5 , : ' ----- 9 � 5 . � M 3 _ \ INV. 921.5 .�,\ �N13 -2 ' I 1 3 � �tVl)Y,� � I � � \ �'? ' 10� 259 � / � �, � � '--�,., i, '� � � -- � � -- --_ __ � � /� �� e� F�' �5�� u4� / � ��, � / �� i Z a '� INV. 924.2 % � \\ 0 - \L 2 5 ^ ,� � __ TEL� CONOUIT CROSSING � • p�'�'�� _ o = � "r '� � I \TELE.CONDUI i. � 5 N I i , � � L " ,� I N�� S�� N� � � � �g _ F� 6��p . \ P -� - o �' � ,, y ,. �, . i o � ,� - [}- -- - , N � o- _ _ L = 25 �5' �� INV. 921.0 8" �.I.f? M.H 2 -5 � _ __ _ -- r. 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'a .� � :�. . , '• * , . ` ' � sG YM � � � 1 w � i ' �� :,� .� � ' t t � v � �� . r ' � -+� i�,l .. `} , �G � � ' �b�� a �� L , �� - --- _ -- i 5 0' --- _ _ _ _ _ � � �'/�,� �� 7 �� "�� N INV. 922 8 I INV. 924 2 �'j�rYicG �+cb 24 88� 185 51 � � ' ` --------- -------- - __-. --- _____.�' _. _ � I \ L = 2 5 � 2 0 _ -0 - --- � �, _ 9 253� M,H 3- INV. 921.5 � N�3-Z — 113 � � �/ �. • � � � M� ,C Av I 2 59 � \ / // / ` �S��Ylll �' / / O/ / -- _ �/ / I 185 61' ___ 15l) 04 / � � �� ,�a �� I N V. 9 2 4. 2 : �i� 5 - /` \ �0 �L 2 5 ,� � _ TEL� CONDUIT CROSSING n � - . �� \ o = -� � '� � I �TELE.CONDUI �� 5 N I i i �- � 9 25. 2 �� I N 0 � E SE� \ �L �N� � � � �g _ 5 P ��O . \ P `' 6 _� , �: � �[1 ,, h / +�� O � / � - �--- � o = _ L = 25 ' �5' �� INV. 921.0 8„ � 1 .I.F? 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'.'- .-. - ' .. ,.. ... ... .....,... '- . ( - �.- . __ . . ... ..- .�_ ..� �...- , ._.!^^.- !itiil ��v.�RM A.ifRl2- T8 14�T�11 .'. . . . . . . . . .. . ... . .. : '. . . . ..� , . f . ....� y� � � - � r � P1��7t C�ITk� E�11]]K 1lL(.nil�L.. . . .� . _ . t ' ,__ ,.' ' _.� ,�-�_ \ le ..-_ . ! .. ' �- _::� � �"�.� �� _ __ � -- �- -�:.:�.� y. �� _ � _ -:`�� I P�tt31 ti� EYISTOi6 �T11�1]LII ± waF r,cnd w� isnm� v� R i � nxtrs � rcv �c. rrlD�v�Lrc -� 0�4i7� ---- ---; KTU�[1[ix � ��YmC �Li+ L1� iU��i lt E�ctY?!`c MfOC:�G SYI�CF.T � 9 1E0! Y1C! ► SYMS[ `\ \ ; , � ; ; ` ' I i � � � ' � � � � � � i i i;. � i ` y f , i 4 j ' j t � i ; s I I I f i � I i � � � � � m �C� -- -- �rsr . �- ---- - _ - � _— . � I r -- { ---� — � --- -- � -- --- -- �r 1 ! I i � I i i � I � i � i 1 i( i' I� I� 1 / ` �,�, .,�.�. �. ws�� .a�s �r�� s ua.:Trw� P.iuQ� �r.me a�ctr rwem+� ' �r�viva+ rnt ' a°wc�s , � nE crrr ff �b '� � - EE�f04 07C / '�` � � � Qlt7 T� Y�Ii�U � '� . ' SN!!{�D L:9ES TF U CII�7'T7}K P� SPr1t51 - '�R� � � � � � i � � � ; i i � i � �� . �' - �- --� _ � --- �----� _I � _ ___ � __� - �' � � � � ' ; , i ' ' � � � � � , ; � � � .� ,, � I I `I i { � � i ``'` I J / W�s+ED �r�s I�IU�zt s. Dasirw r�a'UC sv!� , `C,/ h.! i � Cll]TI K' DftIVEY�AI APPRILOt . �� . N (�Mhf1� F� aNl� - e a c�azr:ti r.iartr� m�cES .. � � � � � � � I � I � � I � I f 1 f ! " „ URDIC PROPERTIES, INC. 684 Excelsior Boulevard • Excelsior, MN 55331 Phone: (612) 474-5243 Fax: (612) 474-7543 October 17, 1995 Ms. Deb Garross Assistant City Planner City of Prior Lake 16200 Eagle Creek Ave SE. P�ior Lake, 11�::. 55372 RE: Northlake Office Centre Bldg #2 Landscaping Requirements Dear Ms. Garross, We are in receipt of your letter mailed via certified mail October 12, 1995 regarding the additional landscaping which needs to be completed in order to have the City return (or cancel) the Letter of Credit which we have with the City of Prior Lake. As I understand your letter, there are a few items which need to be addressed/completed in order for the City to be satisfied with the landscaping requirements. At this time, I have not had an opportunity to actually review the building but I am sure that we (Burdick Properties) will be glad to accept your recommendation and complete the appropriate landscaping as outlined in your letter. It appears reasonable to me. However, my father, Mr. B.C. "Jim" Burdick, has been mostly "in charge" of the landscaping contract for this property. Unfortunately, he is out of the country and will not return until about Wednesday, October 25, 1995. Therefore, we would most certainly hope that you will be able to give us a coupie days extension in order to complete the ianuscaping as you have requested. I am confident that when my father returns from his vacation, he will handle this promptly. In addition, I might add that we have a"holdback" warrantee/guarantee with the landscaping contractor in order to complete the landscaping as requested in your letter of October 12, 1995. Therefore, we would appreciate some time in order to coordinate with the landscaping contractor. I would expect that we could have everything completed no later than November 15, 1995. At that time, if everything looks acceptable to the City, we would then, of course, expect the City to return the Letter of Credit with the appropriate statement from the City accepting the landscaping for our building. I would like to take this opportunity in advance to thank you for your help and cooperation with this from all of us at Burdick Properties. If you should have any questions, please call us promptly. Cordially yours, BURDICK PROPERTIES, INC. � BRIA . BURDICK � PRESIDENT BHB/clm cc: Gary Stauber, Building Official Don Rye, Director of Planning B. C. "Jim" Burdick �F PR/p�, ! � � U , rn White - Building Canary - Engineering Pink - Planning The Cen�er of the Loke Coun�ry B�1ILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT �7�-�../'� APPLICATION RECEIVED f�I.�I��I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ., / '` ry�� .L' �� Accepted Accepted With Corrections � Denied Reviewed By: � • �� Date: � � � 9 " q ¢ Comments: �1 ��I.SS � S�-t- r�-lr�.. S �� J �'Sc,�, �e -�r°�" �C�- �YC.c� � S c.�. "ii�r S rrY�.lul,(,� � / a-e � � � � d �� ; � �► w�►. k . � ��-�,.,.., lu�.�.� �,.,,`� C�-�.� co � -4� � d�..� � w; �� o-� �t �►� �� I -�.� b� I� � S �- � � �C¢,.�n D L� � � �-C� � � "The issuance or granting of a permit or approval of plans, specificatians and � computations shall not be construed to be a permit for, or an approval of, any violation of I any of the provisions of this code or of any other ordinance of the jurisdiction. Permits I presuming to give authority to violate or cancel the provisions of this code or other ; ordinances of the jurisdiction shall not be valid." , (p� n cNa� a uv� � �, "a� ..�y.. � ., .. ....... "....,�... .... .. ...,. ....,., r .,. „ ...... ... ... preceding paragraph, all garbage and refuse as accumulated on any premises shall be placed and maintained in containers and shall have drained from it all free liquids before being deposited for collection and shali be wrapped or bagged. No explosive or highly intlammable material shall be so deposited. Such material shall be disposed of as directed by the Fire Chief at the expense of the owner or possessor thereof. (B) Contagious Disease Refuse: Refuse such as, but not limited to bedding, wearing apparel or utensils from residential dwelling units or other units where highly infectious or contagious diseases are present shall not be deposited for regular collection but shall be disposed of as directed by the sanitarian at the expense of the owner or possessor thereof. (Ord. 72-2, 5-8-72, eff. 7-1-72; readopted Ord. 72-8, 8-21-72) (C) Multiple Residence Buiidings: Multiple residence buildings having more than � three (3) family units having garbage and refuse pickup shall either be equipped with refuse containers and refuse pickup service as provided in this subsection or equipped with a commercial incinerator complying with the requirements of the Minnesota Pollution Control Agency and licensed by the City as provided in this Chapter.� If refuse containers are provided as an alternative to or in addition to incineration and are one cubic yard or larger in capacity, then they shall be conveniently Iocated in relationship to the residence units for which they are provided, shali be watertight and rodent proof with lids and shall be kept in an enclosing structure concealing them from public view. Such structure shall have a concrete floor with apron that drains which shall not be higher than three inches (3") above the natural grade of the surrounding area. Existing bituminous surfaces may be used as a floor for the enclosing structures until such time that the floor has I i ' 8-1-4 8-1-5 C) deteriorated or five (5) years, whichever occurs first, at which time the bituminous floor shall be replaced with a concrete floor. The enclosing ' , structure shail be equipped with a gate large enough for a garbage truck to service the refuse container. The gate in the enclosing structure shall face in the direction which is most convenient for the approach of the garbage truck and shall be constructed with a latch which can secure the gate in an open and shut position. The enclosing structure shall have a minimum opening of thirty inches (30"1. Such opening shall be constructed in such a manner so that the view to the interior of the enclosure is blocked when viewed from the outside of the enclosing structure. Such enclosing structure shall be kept in a state of good repair at all times. The refuse containers shall be located such that their contents are inaccessible to at least three feet (3') above the base of the enclosing structure. The owner or operator of such multiple residence property shall provide for garbage pickup from such containers. Refuse, debris, garbage and other waste materials shall not be permitted to be accumulated in or near the enclosing structure unless placed in the refuse containers located within said structure with watertight and rodent proof lids in place thereby sealing off the container. There shall be daily clean-up in and around each such enclosing structure. (D) Commercial Establishments/Volume Producers of Garbage or Refuse: The owner or occupant of any commercial establishment shall also comply with the provisions of subsection (C) of this Section. The owner or occupant of any other property located in the City producing a volume of garbage or refuse or both, the accumulation of which exceeds the garbage collection agreement for maximum amounts to be picked up and hauled on a weekly basis pursuant to the agreement in effect between the owner or occupant of the property and the garbage or refuse collector, shall comply with the provisions of subsection (C) of this Section. (Ord. 83-2, 2-28-83) 8-1-5: CONTAINER SPECIEICATIO�VS: (A) Duty to Provide and Maintain Containers in Sanitary Condition: Garbage and refuse containers shall be provided by the owner, tenant, lessee or occupant of the premises located in such a manner so as to p��event them from being o � PRI�� 'C �,'�,t►ti1�`�:Y�`.� i�V � � ��, c � , �� , y �� ►. � c (. ;, . f L. c< <' � .� �C:�ti, , '> ��i��" i � - y - / U �� 1I T "4IE \1015" MEMO � r °', T0: GARY STABER, BUILDING OFFICIAL BLAIR TREMERE, ACTING CITY PLANNER -� FROM: DEB GARROSS, ASSISTANT PLANNER RE: SITE PLAN REVIEW 14180 COMMERCE AVENUE (BURDICK BLDG.) DATE: NOVEMBER 1, 1994 On November 1, 199�i, a site inspection was conducted to detemiine compliance to the site plan and landscape plan approved for 14180 Commerce Avenue. Former Planning Director, Horst Graser, reviewed the plans and approved them on May 4, 1994 subject to the ten conditions identified in the attached memo. The sitc inspection revcaled that two conditions ol' lhe memo have not been satistied: �.�`� ITElYI4: The plan was to be moditied to either e;ctend the solid fence and modify the plant material to decrease the C�✓' r spacing between Red Pines to a maximum 8 feet. Additional plantings such as lilac or dogwood should l�' be introduced on the west side of the berni for the northerly 60' of the property. No additional plantings or fence are in place. There are no plantings such as lilac or dogwood located on the west side of the benn for the northerly 60' of the property. The landscape plan should be amended to show the required screenine and the site planted accordingly. ITENI 6: / 1 Thc poured curb that separates the existin�7 parking stalls from the driveway alona the rear lot line should �� sho�� a radius rathcr than a point. Thc curb in place is not rounded and therefore does not comply with condition #6. The eYistin� curb should be replaced as required. NOTES: The landscape plan indicates that metal landscape edging and 6" of shredded wood chips are to be located `(�� alon� the southwest planting bed. No edging was noted on inspection. The shredded wood chips did not cover the bed nor were they to a depth of 6". The metal edging and wood chips should be installed as 1 indicated on the landscape plan. ��,� � L �p�' � The Landscape Ordinance, Section 6.lOG requires that trash storage areas and mechanical equipment be ( 3 screenecl. Tt�cre is no screenin<7 of the trash cnclosure nor electrical boxes adjacent to the west and �-� northeasterly lot lines. The planting plan should be revised [o indicate screenin� proposed for the trash enclosure and elcctrical boxes and the plant n�aterials installed. Landscape Ordinance, Section 6. lOJ requires the developer to post a letter of credit with the City for the C�� complctc landscape and irrigation systcm installation. Thc valuc of thc lctter of crcdit shall bc 125�10 of the estimated construction costs for plants, irrigation system, mulch and edgers. Release of the letter of credit sh�ll occur on thc date that the City has reinstated and accepted the landscape and irrigation system. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AIV EQUAL OPPORTUNITY EMPLOYER The release date shall not be earlier than 10 days prior to the expiration of the plant guarantee. All plants and the imgation system shall be guaranteed by the developer for one year after total project acceptance. �� This will assure one winter season with a fall shut down and spring start-up. A letter of credit for landscape materials should be submitted to the City uf Prior Lake as required by Ordinance. The City Code, Section 9-1-SB) requires that each principal building be identified with address numbers �� on the front entrance, posted in a manner to be visible from the street. No address numbers are located on the east, front, of the building. The building should be posted with the address of 14180 Commerce Avenue NE. The City Code, Section 5-7-2(A) regulates temporary real estate signs. Such signs shall be removed within 7 days following the leasing or closing of the sale. The two real estate signs on the site are located within S.T.H. 13 Right-of-way and must be moved out of the right-of-way. The site plan indicates the right-of-way location. The signs should be located at least 10' from the highway and Commerce Avenue rights-of-way. RECOMMENDATION: All conditions of this memo should be satisfied prior to issuance of a final Certificate of Occupancy for 14180 Commerce Avenue. i BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST . 1 , NAME OF APPLICANT -�-'• � � APPLICATION RECEIVED 5��j�1�1� The City of Prior Lake PLANNING Department has reviewed the building permit application for construction activity located at � � � `� ` Denied Accepted With Corrections /� Accepted � Reviewed by: Date � Comments • � � � ' �cc� G �/ /� 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, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." MEMORANDUM TO: GARY STABER, BUILDING OFFICIAL FROM: HORST W. GRASER, DIRECTOR OF PLANNING RE: REVIEW OF NORTHLAKE OFFICE BUILDING NO. 2 DATE: MAY 4, 1994 � ;,1� All mechanical equipment must be screened, Section 6.10R. An easement for the northerly driveway must be provided in perpetuity from the adjacent property owner. �,�! The parking lot should be striped. �4. Screening is required along the rear property 6.10 M& N • Berming must be a minimum of 4 feet with an effective screening height of 6 feet. The current plan indicates 6 foot Red Pines in double rows spaced about 12 feet apart. This is not sufficient to provide the necessary screenin . The a(icant ma eit er exten e so i ence and modify the plant material to decrease the spacing to a maximum ee :— �an must also delineate the mulch area rom e soa area. Haa_ ��iona� —� p antings such as lilac or dogwoo s ou e in �n �west side � K� 0 or e no er 60 eet of the property. �Z �3� A radius should be ormed rather than a 90 egree ang e. � � The poured curb that separates the existing parking stalls from the driveway along the rear lot line should show a radius rather than a point. 7. An underground irrigation system is required, Section 6.10 H.4. Since this building is the second phase of a development plan, not all landscaped areas need to be irrigated since the first phase was constructed prior to the adoption of the Landscape Ordinance. Only those areas that are attributable to the second building must be irrigated. These include the berm area along the rear property line, the larger entry focal area between the two entry points and courtyard � between the tow buildings. 8. 10% of the coniferous and deciduous trees must exceed the minimum size (to 8 feet and 3 1/2 inches caliper B& B respectively) to establish some diversity in size. Section 6.10 E.4a. 9. The landscape plan must be signed by a registered landscape architect, Section 6.10 D.1 10. Subdivision of the buildings will be allowed only under a condominium or townhouse format. 'HGMEMB' O � PRI�� t�a� � � f`�' =°�� Y v x r� P ��:'�' N E S �� •N�raois° MEMO i r ; �, TO: GARY STABER, BUILDING OFFICIAL �' BLAIR TREMERE, AC"I'ING CITY PLANNER � ��' \ FROM: DEB GARROSS, ASSISTANT PLANNER RE: SITE PLAN REVIEW 14180 COMMERCE AVENUE (BURDICK BLDG.) DATE: NOVEMBER 1, 1994 On November 1, 1994, a site inspection was conducted to deternline compliance to the site plan and landscape plan approved for 14180 Commerce Avenue. Former Planning Director, Horst Graser, rcviewed the plans and approved them on May 4, 1994 subject to the ten conditions identified in the attached memo. The site inspection reve�iled that [wo conditions of the memo have not been satistied: ITEM 4: The plan was to be moditied to either extend the solid fence and modify the plant material to decrease the spacing between Red Pines to a maximum 8 feet. Additional plantings such as lilac or dogwood should be introduced on the west side of the bernl for the northerly 60' of the property. No additional plantings or fence are in place. There are no plantings such as lilac or dogwood located on the west side of the bernl for the northerly 60' of the property. The landscape plan should be anlended to show the required screening and the site planted accordingly. ITEM fi: The pourcd curb that separates the existing parking stalls from the driveway alon� the rear lot line should show a radius rather than a point. The curb in place is not rounded and therefore does not comply with condition #6. The existing curb should be replaced as required. NOTES: The landscape plan indicates that metal landscape edging and 6" of shredded wood chips are to be located alon�� the south�vest plantina bed. No ed�ing was noted on inspection. The shredded wood chips did not cover the bed nor were they to a depth of 6". The metal edging and wood chips should be installed as indicated on thc landscape plan. The Landscape Ordinance, Section 6. lOG requires that trash storage areas and mechanical equipment be screened. There is no scrcenin�� of the trash enclosure nor electrical boxes adjacent to the wcst and nonheasterly Iot lines. The planting plan should be revised to indicate screening proposed for lhe trash enclosure and electrical boxes and the plant materials installed. Landscape Ordinance, Section 6.10J requires the developer to post a letter of credit with the City for the complctc landsc�pc and irrigation systcm installation, Ti�e v�luc of tl�e letter nf creclit shall be 125�Io ol' the estimated construction costs for plants, irrigation systenl, mulch and edgers. Release of the letter of credit shall occur on the date that the City has reinstated and accepted the landscape and irrigation system. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER The release date shall not be earlier than 10 days prior to the expiration of the plant guarantee. All plants and the irrigation system shall be guaranteed by the developer for one year after total project acceptance. This will assure one winter season with a fall shut down and spring start-up. A letter of credit for landscape materials should be submitted to the City uf Prior Lake as required by Ordinance. The City Code, Section 9-1-SB) requires that each principal building be identified with address numbers on the front entrance, posted in a manner to be visible from the street. No address numbers are located on the east, front, of the building. The building should be posted with the address of 14180 Commerce Avenue NE. The City Code, Section 5-7-2(A) regulates temporary real estate signs. Such signs shall be removed within 7 days following the leasing or closing of the sale. The two real estate signs on the site are located within S.T.H. 13 Right-of-way and must be moved out of the right-of-way. The site plan indicates the right-of-way location. The signs should be located at least 10' from the highway and Commerce Avenue rights-of-way. RECOMMENDATION: All conditions of this memo should be satisfied prior to issuance of a final Certificate of Occupancy for 14180 Commerce Avenue. BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST . 1 , NAME OF APPLICANT . -��'• � � APPLICATION RECEIVED 5��/� The City of Prior Lake PLANNING Department has reviewed the building permit application for construction activity located at �. � � Denied Accepted With Corrections � Accepted � Reviewed by: _ Date � Comments: r c5 �3c� G �1 �� S �-�. � r / �s�- � � ti� �'The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." MEMORANDUM TO: GARY STABER, BUILDING OFFICIAL FROM: HORST W. GRASER, DIRECTOR OF PLANNING RE: REVIEW OF NORTHLAKE OFFICE BUILDING NO. 2 DATE: MAY 4, 1994 � i,1� All mechanical equipment must be screened, Section 6.10R. An easement for the northerly driveway must be provided in perpetuity from the adjacent property owner. � The parking lot should be striped. �4. Screening is required along the rear property 6.10 M& N • Berming must be a minimum of 4 feet with an effective screening height of 6 feet. The current plan indicates 6 foot Red Pines in double rows spaced about 12 feet apart. This is not sufficient to provide the necessary screenin . The a licant ma eit er exten e so i ence and modify the plant material to decrease the spacing to a maximum ee . e p an must also delineate the mulch area rom e so area. d_ i�ional p antings such as lilac or dogwoo s ou e m �n��west side 0 or e no er 60 eet of the property. � A radius should be ormed rather than a 90 degree ang e. � The poured curb that separates the existing parking stalls from the driveway along the rear lot line should show a radius rather than a point. 7. An underground irrigation system is required, Section 6.10 H.4. Since this building is the second phase of a development plan, not all landscaped areas need to be irrigated since the first phase was constructed prior to the adoption of the Landscape Ordinance. Only those areas that are attributable to the second building must be irrigated. These include the berm area along the rear property line, the larger entry focal area between the two entry points and courtyard ' between the tow buildings. 8. 10% of the coniferous and deciduous trees must exceed the minimum size (to 8 feet and 3 1/2 inches caliper B& B respectively) to establish some diversity in size. Section 6.10 E.4a. 9. The landscape plan must be signed by a registered landscape architect, Section 6.10 D.1 10. Subdivision of the buildings will be allowed only under a condominium or townhouse format. 'HGMEMB' . r � .. , MEMO TO: GARY STABER, BUILDING OFFICIAL BLAIR TREMERE, ACTING PLANNING DIRECTOR FROM: DEB GARROSS, ASSISTANT PLANNER DATE: NOVEMBER 30, 1994 RE: SECOND SITE PLAN REVIEW FOR 14180 COMMERCE AVE (ON BURDICK'S BUILDING) On November 29, 1994 a second site inspection was conducted for 14180 Commerce Avenue to determine compliance to the approved site and landscape plan. Former Planning Director Horst Graser reviewed the plans and approved them on August 4, 1994 subject to ten conditions identified in the attached memo. On November 14, 1994, the developer submitted a revised landscape plan indicating landscape materials around the trash enclosure and the electrical box located on the west side of the site. The revised landscape plan was approved and a Letter of Credit received from the developer for installation for all required plant materials by November 18, 1995. Due to snow conditions I was not able to determine whether or not the parking area on the west side of the property included a radius curb rather than a pointed curb. My understanding is that the developer proposed to remove the 90 degree angle curb and replace it with a radius curb. If indeed that has been done, then that item is satisfied. The only outstanding issue that remains relates to the three real estate signs that are located adjacent to State Trunk Highway 13 and upon MNDOT right-of-way. Prior to issuance of a Temporary Certificate of Occupancy those signs must be removed from the right-of-way. Please be advised that the sign located at the front of the building, and the three signs located on the right-of-way do not conform to the sign ordinance. In order to correct the ordinance violation the total area of all real estate signs cannot exceed 32 square feet and any signs must be relocated to a point that meets the 10 foot setback requirements from State Trunk Highway 13 right-of-way and from Commerce Avenue right-of-way. The approved site plan for the project does indicate the Highway 13 and Commerce Avenue right-of-way location. Please be advised that the Planning Department will not recommend that a Temporary or Final Certificate of Occupancy be granted for the property located at 14180 Commerce Avenue until the items specified in this letter have been resolved. cc: Building Permit file DG�T09 � . �/��,� S� �u 1�� 'c� v� �� t � �� a / Gr � � D-�Je�� C h� I � (l�a c v`�L �; - l�; o r ' � 1� � a �' �/ �� - ,� �. �C/I" K� .Q � � ✓�-�G f. �! -' ..i . { "-t' J� ,C ( � n i� , � `\ E� � � C�`� t�' �,(IC�Y�. '� (,�.'� C�j�:- 'f� ✓w-� k f�U �, � � c�r'u-� - �'. C i;;E?�--ti(.C�� l�' /� �� '� -�j' i '� �' "_ �� =f / 1� � — l,V � �'�-G�' �� l (J C �.c � � `�(, � �� C�<ii/ �� v � �Gc�_ C�sa��I�� / � �Gw�. �� C� ��-�--c �-�-r,,� �� v�� l�e ��. � . V V l//� �� l� ✓ � V . {A/� i't V V�� ^ �J �� ,�� --��- .�..,_.....,�.�� "'�Ui ..��`�� c� �i{'"l C/ � �rf..�C�-� G'��-C�Lr-� c� _ � � �,_,�:,_,, � � � �C� � � u,� W i-� � � � ��.. lti � T c-�v � � c C�-�-- — ��it ��-�c � U ? � . _ � Gll, � -�� .�� G��_ �� - � �� r�- �►-- �--� � T�� r�� a a �� '� (.� �� s r�- r-� c f �� 1 ----�_ _—__----- � �/'� � — r'�P u r -r�v-� -� �e _ � �-�^`'v�L �C�� /(/ � — C� �� -�G�.C� S c� ��' C ��,,�� v`� /� � _ �� N��v . � ,�� C1�2= � L��-r�- /_-Pit4 �c G�PI(� �� 5�S ��, �� .��- � � I k� �� I� �, j �-- �� -.�-� �? �-�l� �..�-�� ; C�� r�`� � � �- �'� C�� -� -�--.e. � �� , � ��r� ` � � �t �. �, :� _-��.�- C G�--L � , {. �� . ✓ � = � �-=-, �� /'JI'� . � p"��J � � i�� a�� , - -�,�� .� � � _ -� - �' �� . �� - �� '�`-� �?�-�� ' �:� �-�� - r ��- = , � ��. �� .�,��.��-�� r �� ' �� <� . -,,�..�� ---�-� � , ,� � �--� � --� � ��'�z�� - �� -�� ' �� -`�� < °� ',f l�/ ' � �--�'�-'`'�`� '� �� _ ��> > �� -� �� ,��---� ---� �� --,, �,� � - � ---.� ��' -��- � � � _ � � � V4 � /yq S 4: 1 L S G 1_ 4G_� __�_ ..Hf-1�� NII:/Hk li'r.�_N e?: � _. ► 4v- , �� i�'��4� Q.�.�►. A��g�'E��' April 27, 1994 Gary �t8t��r, Buildinc7 Ins�ector Ci_ty oP Prior Lake Buiiding Inspection Department Ft� : Nortl� La.Ke Of f i.ce �ui ldinc� Na . 2 Dear Sir: �er cur telepho;�e Lon�ersa�ion oi this ,��o_�;�ir;g co7c:�; ;,:��r� tt;e exterior wall �irp ratzng �or_ the above buii�3iny nnd tne prev�Vu�Iy constructed adjacent office buil�i;�r�, I have searched zr�y �iles and am unable to come up with t.h�, exact UL i��.�xiQ �=ieli= 1 i@��rsZC3. 'LC3 t�7S F?C)1'S�)i"i� i�.7Z i:ix� i�Ciii:>i2"li�'�1J7"� of a� builring i did approxima�ely t�n years ago. I cti�, hcwever, 2ind a drawing showirg a�rick veneer wall con��ru.ct3on zndicr�ting that the overail aall na;> a crie°!`hcur fire ra�ir�q r�a�e pcssible �us� �y th� usE o� thE ��rick alone. �'his was �rom a t��awing furnished by ti'�e Masorry Institute �nd I am enclosing a ccpy of tha� drawiny with this let�e_r_ Hopefully this wi7_1 be sufficient to show that �ne wall i�u�1.`-�:i.:i liCi.iC3i� i�ci6 :3�Ci�C� i.C7 Pt�ir�t i,�"l(c`: �:flE 't,� S.7. C: .C"c.�.;.1':i��+i.'1l rating. + If ro�: �ave any furti�r �uestions, plcase �Ee�_ tr�� tc contact me. Sincerely, Charles Novak, Architect i47�U SOUTH RUBERT i RAI` - SUII E 21�0 - ROSEMOUIVT, iV11NNES4TA 55i;�i8 iti12} 423 2254 + �'J-/ %1 i��j i 1 3:'i A .� 1 G '3 G� C icJ ��I'�F�`_ fiII��F1�C l��[l. �{ T N� , � ,,� � _� _, 1:, � � w�_ Ylltk s F.L� i� �, �i�iN�"�iH� IF „ " F� . � I OO � O fl _ � �is''� 1_ . `h � I � '� E} ` ` � ; 3 � Q� � � 9f4'" t/ � b/b � ��a � ��i'• './f ais. �eaaut,�►a ��,�� g�� wraaul�� FAC� aarcK VrNRER WAL(, ---+--•-- - — � rt�Q+r: r ` I!�$c�i�tt4�+ +rritri ►1fy + + � f 1 F�,4NteVtar � riAt f fan i9r�G.�r � e'� ur3+0 tL C j�rr. L u A � u1S.�v � srrt srL G.tr. - ax a Ma 1!�61ttTSt�l + ♦♦ . t� 5. 7 l iwe a; !} nG IM9Uy�,�jy� JO .itl l.l� 1 ilyut f 1► 41 -}---.-�..� ._ .T i i' Y1 i +1 .uT l�.�i I nn�e !1 <� • c�.i «.i�.� r �n�. ,i�e.. �� a o��u .u � � � � � � � 6!!" ��a �'1- � G � �ea' p � sii '�. �isE��ea.. � � �w��ls� F,cc� 111rCx.Y WYYMtES. GAYtT'r w��l . o 4 ( tv�t1.►�I__.GH._�p..'s!-i4ut �..__�,t�il6! �0/t ref . ' �1/dU.R� V f ' Y?l14. �Cg7R rp_r�_ � leb 1�6ii(,}t UM _��±.JY i.7� ! R0.! 4d} . y2 7 6l8� � �OLZttTai�rt — Wh+n eo .i� �.7� � iwrr a• ii �.• ]• �� OD .11 - 1-dl 1 Ywt t0 � y� � MOGU�AA fAGE BRICK , Y wrTNe$ t• wcrssr+ioi■ �a ,v� ii..i .,r,,, . ��p � � 3V 1 N; �`__' ` _ a� ��6'�'B� ' eQ .U7 If.11 � Ya�z� [3 t 1! I Yt�6�Z ---r-_..�_. � � � In;Y6►tSOM t i lfsa t t �fpgr rrs.� a . iJii4 �� a, sari�a i a�t� ss,. �7• rtaniw�,fat �-- � f � �'ry� rILL � �u .ta �.1! ' � bar � sQ! 5t � I �Ri3 JRYVjiil4 I4 r¢� k,s?: 4 4iyt � � - _� -- �' ?tAbtss s[u y �n �.-,� 7.Q1 � aa.c 40 u` MEMO TO: GARY STABER, BUILDING OFFICIAL BLAIR TREMERE, ACTING PLANNING DIRECTOR FROM: DEB GARROSS, ASSISTANT PLANNER DATE: NOVEMBER 30, 1994 RE: SECOND SITE PLAN REVIEW FOR 14180 COMMERCE AVE (ON BURDICK'S BUILDING) On November 29, 1994 a second site inspection was conducted for 14180 Commerce Avenue to determine compliance to the approved site and landscape plan. Former Planning Director Horst Graser reviewed the plans and approved them on August 4, 1994 subject to ten conditions identified in the attached memo. On November 14, 1994, the developer submitted a revised landscape plan indicating landscape materials around the trash enclosure and the electrical box located on the west side of the site. The revised landscape plan was approved and a Letter of Credit received from the developer for instailation for all required plant materials by November 18, 1995. Due to snow conditions I was not able to determine whether or not the parking area on the west side of the property included a radius curb rather than a pointed curb. My understanding is that the developer proposed to remove the 90 degree angle curb and replace it with a radius curb. If indeed that has been done, then that item is satisfied. The only outstanding issue that remains relates to the three real estate signs that are located adjacent to State Trunk Highway 13 and upon MNDOT right-of-way. Prior to issuance of a Temporary Certificate of Occupancy those signs must be removed from the right-of-way. Please be advised that the sign located at the front of the building, and the three signs located on the right-of-way do not conform to the sign ordinance. In order to correct the ordinance violation the total area of all real estate signs cannot exceed 32 square feet and any signs must be relocated to a point that meets the 10 foot setback requirements from State Trunk Highway 13 right-of-way and from Commerce Avenue right-of-way. The approved site plan for the project does indicate the Highway 13 and Commerce Avenue right-of-way location. Please be advised that the Planning Department will not recommend that a Temporary or Final Certificate of Occupancy be granted for the property located at 14180 Commerce Avenue until the items specified in this letter have been resolved. cc: Building Permit file DGLT09