Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1500 IYANNOUGH ROAD (2)
I ",-, - � � � �I - I - � - , I ,, �'.!I, .Tj ," , -I I I � A 1-1 - I I � I I ,��,, , I - I!� , 1. - . - � - I 'r , , , , ,I, I�-,�: 11 ��I . I, ��7, z 011 �"PS"l-', I V) . ,, ", ;, � I ,,,, I,e .'�,,� �j I 1 7,1""j �� - . , i I 1� "', ;,,��. - I- 1. 11, , I., - � - , , � , , - ,- , ---� - ., I , - - , ,. ,,��,�,461 . ,;�� ," 11 11 I I, � , , , 1 , .,�,, -, �,�,I�,�,�T-" ,�,I,�� ,�, � � - i ,, ; , ,�I 11� , ,0 . ,�, ,,;!OML-, � ,� 1% , I I . - I-- � I - .. � �,f,-�'.,�",-� " -.,"- I -111w,' - -.I,�," � -" I -- 1-1 I - - �� � I 1. - �,I 11 11 . " --1 11 '�L':'-,,iL',,' � "" � ,, .--, ,'-, ,� -, I-- �,,. � I, I - :, I - , � � � " I ,� I , ; x,-- � 4. , - ��' '. - - -- - � :"� I '' ", " - I � ,,,-e ,I A -I I�,;� - , � "��,,,�,' - ,� - ,-,"� "' 4 -,-I- - ,., I � r, , , ,:! , ,, �I ,-� ,,� ,��,�, , . , ,; � ""i I �,- , ,, ( ; ,II -,�,� .'), ' .� ,-",`�1�11 :mll.!,- I - ,;,. . .�, . 1�1, , �,�,:-- 1�i,... ,, , -- I I , I �- I, �;-4.I� I I -:�,,�. "'A�I ", I � I I , - ;,,� ' L 1�-3 R 7-1 , : � - - , , , � � . , ��-'t ��,4 1 , , - WWRITt ` , n: - , - -, , ,-i I 11 I, , 1 : I �, ,,1:i'; , �1 ,� ,,,,�, -': ,1. .-, "I'll I � - . , I -,U, "I -,'�... �,I, , , , . ,-I I, I � �I�4� I��777 .� I , - � -I ,1,- ,.".,�,' ,,�,-� - !,� �� '111,I � �t� .11�, I I -, I - .- ,,;,, ,,",,,�,,., I gew , - I , :�' , 1. I I�- ��- I��"� -,�" �, ,, "��,,� �i� -� .11 I-",- � I'll,�7 � - .1 11 �71,111.��"�,,� �,�,," .:", 1.I" I- , , "44L�� I L , � - I I , : 11 � " . _,,�, � " � . "I . I .:I . ��,,-,��, I 11 -I ,��*4 1, 1.,&��11--- - -- , , ,44-1��� .I - I I I I � I,� �- 11 I I 1, &,:,� , �, I 1� 11 I 11 - I I I � , , ,. I I I I I , 7�1, = - I I . -, I Y, I I � � I I I I ,I. ,, �-: ,� �� -1 %1. ��, , I � "' _'� L �,, , � � , , ,I , , , � � I , �., I � I � I - .,, I I - I, I"'"�I ��� ". ' I ' " '��� � ',' � ."'' ),L_ I L' i , �, I- , 'I,, ,,, �llt I..� ��, , ,�, � � I � , � I I, I:,,, 4 �, K 1-� 1,� -1 � � I -1 - - .�, I �� .-,- - . � . ,� � ,,�_�I, I - ,�, ." � i, ��" ,1. ,��.�,, I .-. .A 1.�I, L", -Ii� �11�" , - I , ,� �I �� �.1- ,.,, , ,� 11 �:� 4 ' , I � p , I I I -P;11 I I . I I- I I� , "I I ", , � ��, r"I, I 111 I �� 11.I ,�� I I �'? I - L . ,. , , -- , I I -1, , ,��,'I I �, , I' -� � 4_ 11 , � , � , , , '�� L- ' � ��_ -, ! -� 1� I I- , -"� , I 1, I I , � � �. ,,, , , I , , I... .-, I -�'.,�)I I L:,�t,�,� I , , I,� , . - . , � , ,, � . I , �, "'L I � I I ,- ,, 11 , . . , :, I. ,�, I . �, � - I � . � , ,i I , , ", ,, �. - -� 4,1 I I I : .11 I� : - � I � .1 ,, - - ,",�, � I . - , ," ,,� . � I , ,,,,:,� I� I I .1 I � 11 11 'i I. � . � � ,- I -, � , I - " � �-" -.,I� ,-,-��-�;,,,�,;,!�, � - -, I ,�� I ��I -1. , I - �:5�1. � ,:, � , � � � ; I . � I I " - , -� -1 I ,. I I I � I �,I � I�!,,, ,� : ,; ,� � , - I I I , I , , ,,- I .1 , - " I �1. ,;, ," , :, I , -I -I I , , � , , I 11 I �I , " , I . . � , ,; ,: �, -�7*%: I I - I , ,, � -,,I I I,� I ,� I � I � � -I �I. .11��- I I I I.-, __-, �- ,-, - L---I 1, , ,"),, I . I I q. . 11 � "�,, -"' � , ,+, �,,,I ,, �,,x I 1� - ,., -,� � '� ;� I �,,, 1� .I, I I -,*I , ,\ I ,. � I - I I I I - � , .; , � ,,,� ���� .", , I, , � I �, I I . I : - , ,, ,I , , , ��� ,`� , I�I I I : , -� I, I I � -". � I � � I, I .,I .If I I I � -- I I � 1� - - I �-ol � , " . . �I j - L I - I ;,"� :;,��� ,,`,� i. I ,� � �;_ 11 I I I �,- I 1 �. � �I I ,,,, � - . . I � . . �I - �. �I ,I I . I I. - �I I� � I - I I,; I , �, � I I I ,��,� : , I I tI,� I ,��, I 1. I � I ,,�� I I-,,,, 'I ,, - � I I �1 I"I I -, : - ,- , , ,�, , � "I I 1� I ,�, I I I ,� t, �, 14 .I I � I I ,., I:I�,I I I- � i " ,",�;,�, � - , , , I I I I �I � .I � I I .-I I � I I- . - , I , , - I I 1� I -1 I , , ��; �- �, 11 , , I�, I I � I I I "�I, , � ,. � , - , 2 1" � I . , . , :� '111��.I --,,,, .� I I �I , � I � I I . I � I I -� I I I I- I I I � -� -�I - ,� � I I � . -Z I,.,�- I I.. -!�� I - I - ,-.- - " 11 , .1:.Id I � � � . �I" I L .:. .,- , , I �, ,� *, , , ,, -, �,%, N, �I I I ," - ��.� , ,, ,, , , I " -�' -', '��, - , ,,,, � "�,11 I ,I ,,,� I, I . - ,� I , I 1, I I , I - I .- � ` - � � , -�, I I � I ', , : .-, . � . I -�, " ,� I - ,, I : , I I I ,. I I, I I,�� I I,I,� I :,, ..1, ", �� ,, "I I� � , , .,I �I / I I ' L� , I� .I I,� � 7 . �, � I-, I I ':.I I : � I I I �11 . ,� � 11 ,_.,,I,f ,- � , , - � -:- I 1, :- I , - I I I. I �� - � � , , . � I ,-�- , , I i I I I . I.., � I .I �I, I I 11 I ,.�1, I I'� I �I " I ,� , ,I�� �I �� I, ��, ,-I,,-, ,, , ,�.'-' '. ,-,, :1,�'L'I �,,-�'� :I �,,% ,- ,,,�, , , �. I I, I I I, " ,� "I, � I � " � I. I ;,-- I , ,,, , ?�: . ,I I . �, �, ,I ,�I , , I � , I , , I , , - � I , - � ,- � , I, I . I, , I I -. I�� I I I ,,I I I � I I . , � ; �, �� -" 11 -I I b, I ,,1�� ' '' '�1� I �, I . I � I � -. ,�, I I 4,, � � � I : ,I I � � �,I , I �' I'� , , , "�,,� �, � , , �, . �'�,, I-,I.,, - - I I I � �, , �I I I -, ,'. -"I � , . � I I ,� . , , I , , ,, �,, , ,!, 1� I 11 ��� "'� ' L ' ,� I ; ,,,,6 , - I � �: - ,- . ,-, � , � I, I .- .,� , ,I I I I .I I - I I I I�I- , , , �-,� , I , I , , ." q,� � "I I I , " I ��,,�,�,, , :,� I , . , . �I - � -� �_ ,,�, L' �1�) ''1:, , L' I ;L , , I I I I . . . ,, . I : _ ;�, I , I I , I I ,I , , � I ,� -1, , ,I, I �"I�� � , 1, , : I " ,", , , _ I - ,, - "I , . , I ,, I" -,, ., ,, I �I �I.�1,, , �, , �, I . � , - . �,. I �, � I- F-, I-, � , I I,-, �I ,� :I-�,,�,�� y ,:-, , � I - -,,., � 1,,I I-1� . . -" : � , .1,, I I � - -,�, , : I I",I .1 I -- - I ",� ��I',,, �I ,�, � ,4,, ,-, , , , , I � �_ I .-� , I I -. � , I . e,, I� I , ", , ;,- I I 1,,, I � . ,� I - �,� , - I - 11 �-I , I � , , , ��, �'� - -1 ,,,i I I I I !�-"" ,*;�,I,- - ",�t, ,r',--�,- 5 � �-'.,I-,.",, � �,� , ,- �11 I . , , , � ,�� � � � I 1�' L � ��,� , �" , � . ,, ��,�� I . , : " -, � , , � , ,, I I� '. ,I "",- . I I I - ,� �. � � -,� � -_ L 1 - - - " , I I �, ,,'- I I I, �� I, �,"� ::,�� ".'21: �- �',?,I, . ' i,,� - ,"', -,,I� I," , ,,-� I I,,, I', �� 6,I" ,,�,, I ":�; ,-�,�� , �, , �,i I I� �, ,�1�, ,.� ,�'�,,�,I , 1, � I �I I, �� I 11 . I -_ .4- ',) L � ' : " I I-I , � , ,, I , , I . ��I I .�I,I, � , , ,,-, I I "�� ,I�1,, ",�,I �, , , ,��, . - I I I I I � , ,.f- ��,,�',� ,,j4,���,;"I,,." -,� ,, -5 ,�, -I I,,��,:, - I -I �,� I.i,I 1,I�, I�- , I I ,� � - I:,I I� I'._,, ,,�,, - , - I �I I, , �� - I �;�� fl I - I,;I,1,�, ", ,,,,�,� ,I - �I', -� � ,, , � , ,, -v,-�, . ,, , � , , �1- ,,,�,, �,- ,I,, , , , �'.� ,� I , , I I�f�� --.� -��,' 'I L4'-'�, . �,11 -1 - ,- , , ,-,- -1, - . , ",�,� � " �, .,,, . ", , � ,* -- ,,,4�-,;, 1, � , ,I �I 1., I I . I I I I I, -.�' 1 -', ,�� �, 'L�., I, .I" ,,, ,' I I ,, ,11��I�,,�, I I ,- ,.(, �,I I, , "r , �, ."1 .,,-I 1�',,�"",,,1, 1, �'' 'I.L �',,',',,, ," ,',", - I��- �'I' �) , , . - I I . W� . ,� -. , ,,, ,1,, ,� , I I I , I , ���, � , . , , , , �� I 11 � �-�,I I , ��-., ,� - , ; ,w I , . . . , � ,, , , , I , , , - I I , � �I � ..�,, �,,7 -11 , � I "w",", , I I,11 �I i , I , � , �,,, ,� -,� �,'- I 1, til , -� I :�;:,,, -, , -, � �, , ,L' I ,, " I��. �� �, , ;, � I, � �, ", -, , I - I, �-I 11, I-, �, I�.I,,�,-,'" L, ,- , �- 1, ,� I �,-,- , ��;" 11�.I,I 'L"I, " ,� , � , "� I ,�, �,,�)",I i��; ,, ,�.,�,, , ��,, � I I, , I I , � . " � ,I�"�-, I:,", ".,,,,: ", ,�-, �," ,, , , , N�e,�--�,', ,�-" ,z ,��`��", -��*", , - ,,,' - �I,� '�, ,: ,. -I �� , , � . �-, �� ,,� , . ., , �I :"I .� -1 ,4,�,.� � I I , ��,, ��, I ,�� , , _,� , . I 11 ,," , , , - , , I,11. I ��I� 1.I I �-%`11 I I.I-- "I ,,,� I , , I '�- ,I�I I . I ,, ,.,, ,�- I I�, � :, � , 4., � ,, ,,�,-,- � � ,1�:",��,�%�,--,�,I�- ,, . ., , ,I,. -, I I ; - ,,, , , I ;I �',I , 11 I�,�- I .I",I I 1, I "',y�� I I ,�, ,, ,�.",, :,�- ,� ,�-, - �I : ,�,,,,, ,�� ,-, I I j;� -, ,�I, ,-,- I A-� �',- ., � � I I I,:":�,..1 i�'�',-�i I. �,L �'I�7, L. I -.1, � ,,��, , , ��, ,'�A�- �. I I .,I -. , ,, , . I , 1� - �:I �� I ,.e., 1� I I ,-,, ,,�,'�?� ", , If);,I.�" ,, I�, I V r', ' � ,- - . � V ,, .. ":,,�, , ,,,,�"�,�, , �, � , � 1.. I I , - Il. ,I ,� -,-�, ,� . I I,I , - " - I I �'i,�"-, * � ., 4 -, , i,"- I � . , , _ � , - , -� I I I `1 , - �I I , ,, ,� , , I- -� � .1 -,� , � .11 - . , , ,. 1,� �, ;, ,�, � , -,I� � � � ,I ..I,�', -,- .+-, �.I, - , -, I`!, : ";-�I , I I�, ,, , ,, "�: ,�� �,�,i� , I , ,I�,'A I,�:, ,L , � . , I, " I I� .I I 1 4 I 11,,I,,. , ," - � I � ,� , I :1 r 1�I , 1� - ,I I , I� , ,, � , - , -1- - '''��," ��; , , ,, � I i � I I�, ,.�, I , I,� �! ,., ,1.� I ,, ,I .I< ,,,, , ""1,", , -.�, .� - � ,� r, ,,-, ,", , . . , �I ,-,',,"-,L,'�P'I I.. I',,.�, I I��" ,,� : , , �� ,, I : . ,, , I ...... - I ; L ':'� .I , I-, I I ,,- , - ,� I - �,�, .I�- �1 I I � I , ,, , , ,I , � % 7 1 1 , I -, I � - , -I�, . .� - -,� - 11,� 11 , 1��I I� I I . � , , � , , ,"., �*,,.� ." , , , �'--,, ,!,:,i I ",-��r�, � I,,,, �,-,,,��,,:i,�,I," , � ,'.-� - I',�,y, � ,�,,,,, ,�,,�,I,, " - , -�� , -� , ,",:� , ,, ,: , , , , -- . . , ,, , I I I 1�,. , 11 , -�,,.-r ,, ,�,� - '.I� ,� - , - , , , ,'.,- I - � : , �� � . '!�, , � ' , , - --,� ,I I -, I 1�.i,�" ,, ,I�I., I � I�. I -� � - ,,� ,�;��1, I�I ,� I, I�1' , I �'-'I, � , ,� " I ." �N ,- , � � -��� � , 1� - I L�`, '�' ,:' �� '-4 L ", L' ,�,,,,-:" , " :: I I, �,-, ",: �;1,.,,>,I, ,,,� . ,I . , _,", ,"I. "11 I I, I, ,�k,,.:�� ,,�,I ,�,,,, I�I - I ,I . -, I I I -" I I I � _ , , , , . -, ,,:i, ,,,�`,� 1 - , �,,� � --I - �,- �,��-��,,�" , �`� I . . ''�'." "',�,%I-1k , I�, - I " � -,I-I I",- ,, , � I - ,t, 11 '� ,," ,�,i � � ,." ,1,1�", 'L;I�'��I,',� 1,I, ,-,, I �I I , , � I, �� �� .�111, I ,, .1�I,j.,11 I ,-�,-, i "., - I . I"I . , I I I,�, , . , I , ,�� .� 'il 1 ,I I �" , , ,,� '. �," ,�,�, I . ,�,�,�,', " ..,,� �" , �,,"�;, ,, e, �, � " �I , , I 11 �' ,,� I, I �, , . � , .1 --,,, .1,� 1,I ,-' I - + , i,:" ",,�, ,,�,.�', �, " �1�I .�I,"� I,� _- t .� , , ,,, -; I I I ., I I I �,�. , , '. ' ' 1�L , ' '','.' �,-�,,� ;- I,I I ,1� � �-,�, , A,,.," I, 1,, �,,,,L, , ,L-' . ,.,, - I .� ;�,��,,,, ,-I . 1 7 , � , ,�, � " I I,� ., . - ,I �'- " ''- I � �I`y -,; , . . �I -�. ,� , , �,I,,� ",1,, 'I,,' "0 �-' � I ,. ,I . , I - ,, � I I . w�,�-, - � � 1 , ,:, I - ,` 1,'� 1,1, ",I , -:., �,-� ;,,I . .I � .�L" -� ,I',., �,,��I,j',.'I j�, - _ I, ,,�� , , ��,,� �,��,, I I , _ _ . � , _ ,.�, - , , , , ,, "�. , ,I I , , , �,--, ", �14, � 4 , I, � � I , I, ,,-,I -11." , ,I 'e -'�,�,��" , ,�.� -�',-'It 4) f -:, ,, � I �, " ,7,. I ";,, I . , � , �, ��,,, ,,I , ,., - �� , � � 1�� �, I I I I I I 1,, I � �: ; ,4"6" ,,,",11 � � ��.- I -, � �,��,, I" I", ��I 1 � 4 , ,,,,,,�,4-�, , �', :"� ,, � - 1� ��, ,, ,,",,I 1'�" ,�I ,,, ,�, �,� �, ' -�t,,' - I,.1 -, �,�I I-,��,, -�I,",--��,, -,.1,I I I",IV 1. 1 � -p I .1,, , -, , ," �'-,..�,,f I i I-"I , � , ,,� - I, ,I , �. '��' ;"'`' -�1'1'� ' '- '' :. ,':,.:-�, "-�,--'�, ,�-,,'-",-.,-.`�,,I -I ,,� " - ,I-- � �, � �"-1, ,�,, -,�;,-, �.�, ,.�,I . ,I, ,11,�,� I I _ .1 -�,� - I �,,� 1'�,�I , ,/ ,1, I I.I I ,,�,z. � .1. I ,�.�%�, I V, � -. 1.,� � -,-. ,, ,�, I:'I"`�,, ,',,'�',�,L'�I <"I",,�I- ., ,, " , �,,I- 4 . - .-.,'11 - -,, , , � r,, , ,� �, .�.� I I , ,- ",, "1�",'-,�'�' �., ',,,, ,:L"''',�'' , , �k''"'' I 11 ., ,,�� � �, �.%.� ,'I, , I�,,'- I"Z�, I , I , � -� ,� I I Z� 1,� ,:� , ,-� - ',,, , ,�,' ,�,; -, , , ��� , ,�, ,�,�,�, �,, "- -I �I L , - -,, ",, I, � , , , ,, - - -, , -,I � ,I,-,��� ,,.-, 1- ,,, --,,�� , , � , , ---�,- �- 'L ` �:� , �-, I L'� -,'I'�, '�I '� ' "- �,�, I I ,� . . ...11- -,,; ,, , ;�. , I. � , ,� , � ,�,, � ,V-I.,�i.�.�",,J , , .� I -��,,:,,��,� �� , , ,-, , ,,, �I,,, �, , -�' ' �,, �"-` � , ,,,4�, , " , _ , " ,11�I�-"-,, ,-".I I �" . I,L �, .2, , ., , � , �,f,, -, �,,�.i. ,�":I,-1,I� ,1, �,�.",r� � �,�'I , , I �,v,, � ��I, �I, � - . ,, " ;��,t,I ,I , , , I`-''Z'�1 ,L 1�I.I"z ���.,�.�"",, I ", I ,, - . , . �- -I - . ,, , , I I �-7 1 -I I I . , , . , , I 1, I,:�I,'-,,-�, ,��',4- � ., _ -1,�,,,, " I , , ', ,� � - - �� ,.. "�, , I" ....... ,,,�,I +1�I ,1, ,:,��,-, I.1 I �',. ,,--, I��,.I , - ,,,��,. , , , �, . � ',L, - , , . , I �,, ," �I,� I, 11�11�4�;�,,�� ,, . , �),,; ,,, .. , *�, � ,� -� .I -I 11 "-;'L �' �-�I_ L� I� I 15�I I-I I"�I I 1�I�L_�',�,'-.�''' L." �, , , � I ,, ,I . . 11 I I, '."', I , , ,)i -,, , " , I � , - ,,����I,'I",,,�,,� I , ,,-,,I;,, , I- ,,:�",,, ��1. � ��., I .., , ���,4 1 1 �I �"I-,�, , I, "� , ,�., . ,%,, t� + I _ , . ,I,,,�� " , �,,,�:, I , � I I� 111 I I ,� I ,,I ,, ,- ., , � , I , . I il I,,,'t , . �" ,- , , ,� - , ,t,-I ,�r, -I ,�I" I - ... � I 1 -. � ,, -1 I-I t, , , I �� I-,+: -,-� ,,; ,,, ;" "i � , ,,,� ,� � . �--� " ,,I,,,�,; I,,--� ,,,/ �, ,.-�,I ,.�... ,� , ,,,,,,. -,:,-" ., �, J,11 I'. ,��. ,� ,, , ",, ,�, ,; "", .�,,,,,:", , ,� � - j.I ,.,. .-. ��,,��,1,1; � � I,: ,.,,,, - � ";, t,,�':��,",..,,,�,,,. ,, . I I��"I- �I- ,� , ,�. I,I,", I, �, "4 ,.,, , � , " , A , , � , , "� - , -� � , �'5�,,Iz, , - , .,k ., .�I . � �I I ,,, , �� . , � , ,,� I, .,I -,, ,-� �, ,,I --'-� ,, ,,-�', , �, I" ,,�,�,,�., ��,, '� '�L ''',,,'�':,', , " ", �' �-I",--�, , `,�,; I ,.,, ,4 I ���,, I ,,,,,,,, ",,�', -, r - - 1 7, �- I �'I� L,,f' ,� - , , I , " , - - - ��,:'-,"- �Y�,,, - �, , �, , . f , ,�,,- I ,;., I . , ,� I -. " .I I -1 I ,- IF,, .- I, , , I',I� -,,r�.1,I ,, , ,� - - ,,, .I � - - I :", , � , .,� ,7z� ,�,�. ,,,�-, , � I-, I 11 1� �I ,,1,11 I ,,� , ,� � , , I; ,�I � - � �b I , ,I, � - , ,., , , � - -"�-�, " , I -,��-- ,I,,;- -, , ,�,;,,,�"- -�,- -,,,,,��,��,, . - - " --- " I,,�- - �, ,� 1,'�� - - " .1 I �,,,�-,,��,�,� ,; , ,�� �,' , ,1, , ,. , - - i" -.� �.,�� , �'4',�,, ," �,, -�., � I.,,�, , I, ,-I,, 4.,��I ,-, , ,, �,,,, -Z�_� ,q " � I'�� 1� A-I I .Y ,, �,,I � ,. , . y I-,": �., ,". .-��','", "� �1!I 1,I 1�I�:I" �. �',,e 14,1,,I , �, .1 �, ��� ,,.-,'��, "' �T, ,�,'6,eI,- , * -,-w I �I * . . '. I I ,:",- I � .- . I ;�'11 I.. ,,�, -I,, * ,-V�, �-,, ,I, ", � I V , ," � .-I!,I, t ,,�� '-'��'�I I�,��'1�'-L`'I �'-; -"'��.., , - , + . x , , , ,--I�I I - , I ,. I.1��''���,,,,I,L',',,�_' ' I I'I"j�,I I,,'L�,,� I,I�-, , ,--�,,, ,,�",I-,I, , , �.,, . I - �-I ,�- , . I, ,, - � -,,.,, ,, ,�, f`` -1,-., V _ , , - .-, , �,",., � ,,- .��,,� '. � . � ,.I ,, , -%4'i I , �, '�-I,,.q,1,11,I��,. ,, 4�,-�,'� -,,,,�-,: �, , * 1.:,"�,,��,:,,, . -,I, _�'1,',�,�"� I�I; '�._ �L -,r__ -_ ", ,",,- ,,,,,, I I I I I I , , ,�, �'Ll"" I� ,�'. , � ; �,�, ,,I s �* � _, , �� , ,�,� I I , , -�"",��'p,,:�,��, ,I ,� ,, , ,,��� ,, 7 , I � ! " _ I -1 ,,.., ,,, ,.,,�,- ";�-�,,, ,'� ',I,,I I �-� �, � - -- 1, -, ,I��.,,-,,I,�.1� I�I 11 11 I�I -,1,,I,"",�, ,;,,�, , �, �-� ,� -I� �-I., - I,;, �r. � � � +4' ' '''' '' ,'�L"', �' -�I''-'.-"" . � ,-� - � I�,,", , _ 1�11 ,�i� ,.,",,, 'I, d I,I � ,��,, I,,,,j� ., ,,, , .,��,,",�".�r� � I�, - , ",I, -,-,6�,,,,S�,, , �' ,�,��.--�,-�,, 0 ,z,"',I' -I � .,�, ..�;I -�,I ';-'� -- I , �I I I" ,I -, ��,� � ,.,, " I I ,11 I , �:�4�; ,�11 I- �I,�,`-" ", 1, , �, ,I� �t'"L_"j��'',�1',I, �,,,14�'�'k' ',�.,,) � , � " ,�-,- �I 4,.�,,'7 -, I,,'�.- -�,�i;*-�,A, , , .-Q,�,: - , - , - I -� , " � , , . I, ,, - , , -,, - , � ,� , �,, , - 1� , I,-,,I.,,I",-I '. , , .� - ����,.,� � - - -, , �-� �.', I ,4,I,�1,�, , ,�, �,,I"'4-,-,�" , ,, I,,11 �11 I,�I I I ,, - .1 I-�, ,, , ,, 1,P I,I-k ",���, �� , I ,I 111�11.I.,�.......� ,� �1,��I ,�,�I 1,�� I lo, I I I-I � ,�-�41 4,�-,��,:, 1,,- ',�� � �.I 1. - �, ,, �,I,� , , f,�,��I Zt,x, . 1,,,� ,� ���,, ;��a;-- ,-,�, ,I,i , ��1,I'. 4,�,� I". "� 41 ,�A,�,- � I:,, I JI 41,?,a" ,, �,���. ,, � �z)r, ,, r,,�1� I I,I IL- , 1,1, I,: , I 1,,, �� ,,I,,,,��,-�- ,I"��,,� I , ,, ,�,,,,-� , ,,�, . I I -" , "�n" ,;, ,,III,i4�� 1 I I I I I�� �11: " I , ,,,�, I I "I ,, --!�,�,�, -"?I,e�,, �4";I:,�,-,�-,'v I , .I-� I"1.I I�W.I'I"�.-�, -,. ,� �,,,,- ,� ,,,-,;,,---,,:-� �-, ,- : t� t-.---,, , I, " , �� 7�, ,"�- I",% � - I,'' ""-'q '-'� ' "L"L'�� ',;,"" I ,I� ,,-� I 1,��,, ,�,",t, ,,,�,' 0- I":,"�� ,,�,� �, I I,, , - I , -ae-,,,--n�,I� �-, ". �,--�� i�,,-,;.-�,,-,,�,��Z-,,�-, . � " .I 1, , I i,,�",I.,;1,.�,'��,1, ��,,I,'t�,-1k I ,,,,,� ",,I`I, -,,,,, . ."," ,-",, x ,� 1, ,,,I I , -;� � �� , - �� ,I I �� -- - ���, , ,L,I �It I.......j-, I , ,�I",,�� I,�;�,,,,: �,--.,��v .',;,,,,, ,, ,�f4'N - ,, -,,� ,",? ,I , 1�,�,I�,�,'�,,��i;,"4"" ,, , ,, -,'�"N. _'�Z, t , ,�I,,,�,,-1" -,I�""I W.,��;-;b"?,�:,�,,,'I ,,��,' 11,,11�I I" 4",�j ��',�I I�, ,,, ,, "'.,I i..,� .; ""''�'.' ''L I I�..I ��",�,���,:,�� O I�, � f�; �';j ,-�',I'"-.f �( L"�-�r"rj.,*�.-- ', ,, - -,�.,. -I,"� -4�,;��,�� --� - . �I 11 -�� ,,��r'", , - I" - , ,� , -, -,,�,',!��,,A-T --,. � , I 1�I�� , ,,, - I I�,I" �� ,,-��,4" �, r- * " I,�,- I, ,� - *�,, I�'4�-,-, I-k ,-*I,,1,IT. 4 ,, �.,�,�"a.-,-,qr, , ,"'A 1,,,,"-' , t�,,�.-q,-, iI,- ,%�,�".:I�� ,�"� ,., � ;I k, 4, �,z, ��, 1 4 1. ", 41,�,.,,' L� " ��'T ''�I'""� `"�, ',''%��"I, .'.'"�` ��-,jL,, ,� "��II� , ,I I!�',�: I 11 1-11�-111 , ,1�,`,�.,, -, �� :,� ;,,,�,,,�,,,T,,,,���-, ,p'Y", ",,� _-: -,,,,,"�1,",�i',1�,�,%I,, ,',I;��.� - ,, �vi,4� I,,,,�,, �,,�,,�,�,-,�r",�,��;i"-,;�',, ��',,�'-:�. ' �_'",I , �4 k,'.�.,L,� ,. I - ;,u-+,ol,,1, .,, '��,'�,-; . � � , - , 1, , �1�1'I - 1 - '�,';�-,_ ,. , �, . . � , "�1,� �� �,��A � ,�, ,,,,I ," I -I , - - - ��`��,- - .� I --1 I - . , -��, , . ,�,I q+. I;-,�;-,"-"""":-,-,I ,. -��, :,V,. ,, ,, �,, �,, � ,'.�,.,;� � �,��-�I.i , 1�,,�I,I" . , I , ,�I ,.� ,�Ai" ,, �, I I ,, , , ,.,, . , ,�, , , ,,, �O�z, f".I 11 I ,� . -" A I', I , "I',k:,",L 'i",_ ��`;d!,!-�., I I�,, I,I F. .1 I�, -L*1T -� ,� - I� -V�11`I ,� , ";-� � , , ,�,,.,,1,, ,-; I,�.�-I ,�,I',,,�I ,, , '�' �'1,���,��"1,,I T�,�-,��k,-�`��k v,X �-AI I "',,�,-,�� 'I'�t-,- � ,, , " . . �, �, , , I`�, , , .1 - ; � I* ,�,� -,7���,,p . . I ,-',, I� ,� � " -�.�,", .�:!" ,t�,�-,-, �,, � � ,;,*-, ,, ,, ,,,.'�V . -�,I, � , . ,.'�,�111 7 L �1' .,�,I r�, .�� 1, , ,,�-�,� " "�., �1';, I , ,, ,I - � . -,,�,,��...:11,�"- - ,,, �, _" - , t 1�4 � I� I,, I I - ,�, �-� ,`, �", 11 , ,���,�,-, ."111 I I ,"' _ - 11....... 4' , , I,11,,,1,k,I- -`V�,�Irfw,��,��:-,,��i;� ,4,��7�, , �,%.-,��*�* Ai : � ;�,' - " "I , ,�71*%--� WI: 111�, ;-, ,,,, _4,,k",�!, L;)*1�,';,,�,�,_�I ,,, � ,,.T,'. ,"," , �'W��, ,�6- ,',,� , ,,, -`y `- I�f, -;ik",�'l-', , _�K�_ , f,�, ��,�r'�,;-;��, .,>,��"'�`., �v..,, , � � ., + . I I,I , . ,- -, , P11 - �Al , ,,, , ) � . 't I 1 4 A "'A," " ,,�A "' ���'�*�. .",,,�Lq�' ��' , I'll - , 4 , ,� � , , ,"!; ,,�I,P,III","", -,,:,,,j:a, -,',A,.-7,;�;j' '�k�,' ,�'-V`-�Iil -�1'��r,"��,,,I, , ,I - , , , , ,-Y -�., % - , 11..!--- I, " 11 �,��,I,' , . , ,.""7-- , '11, ,V -, - -, -, , ,%'-� _ �,,ff -"�',' "' , A 1-1-11 , A", "r, ,47",,,,N,q Y,--',�, ,�,,, - 'I ,Z4,.- I ,A*"k�, "0"'' , � V�,I� ,f I � �'I, �,,f�� - _",� ".- �, ,'I ".,V 7; I x �,`�v,� 4 --". , , � _."I7, � .��I% ,,�� , , ,���1�"��Z;X,�-�,v�I I.,1"11*1...k �-,f,w ,�`)�7'Ia � �,,,,�,�,,�,�,,I�,,'",I , __�'"""C., _�',�_" L'�11 ,�,�$' -��,-,;,i,, I ,�'4 �I��, ,,,,, 'I'. I,, ,�-,!,;t5y" �WI,�g,L'Sri,�'�`" ",, � I , ,, �� ��,�,c ,, ,I I I I � __�� _ �� � -, �, � � p,'O I I I 0,�, ,�,�," 'k, I-, ,,,,N -I-,I�� " -,,, ,�I,�+,A, I��liz I 11 , Ouf',1�,.��,V� Iq A, , I.,.1 .,,"' "I,"-� .-,!,�,I ,," . , � , -1.'n - I ril,� -" -� ,4' ,��'� ",' - 'L ' 'I `�,, ,� ,-, ,�,, ,��x,� _ y � �,,-,,��, , ,� " ,,), ,�,��, � ., - I A,� ,-�-,1,/.,I,,., I ,, ,--,.,"'-� 'I,,, �,,��, -,, , -+, ,:�� �� �'.'" � , , � , ,�,. , , , ,-� �� ,, i I _;,;��:,4�, " 'I, I �"A , ,",A,I4 A,� ,j�-V��",�'-, -, ,,,/,,.,,I, - I" , �, ;- ��" -,L� � �",����", f 1, �",�,, . - 'r .'.,'I,�,' L h , �- - - �I -t� ,�,,I�, / , 4 E ,�'? - -,,I,�I 1'-111��-IS , s��--�,,�n�',,�" , ,11 -I4, , .. � "-�,,� .I ,�,,I �,, - I�i 0. - II.1�� -� - I , -, -X li�" I J, �4'�� ' �1 � �,� ;, -, "� .- �- , 14 , ,�� i�',,I -'*�,I I I ," 11 I., "'L ';",1'���',I�,- 'I ,,.�-��T I-W ,p e�4,, 1, ,ir, ,i; . _L-:�"� '-,-"�.e-�-,�,,��-," ��,I, I��?,.�, ".,*1,I �' , -,.,t�,* I,, , - I� I�I A P, �,,�,�"I,,,,,"�,� ",,�� ,� ,�.I.,'�I�",-_�', -j�,�4`1"L I"I J2,�,�"t,'-,,�IL- �,;�LI,' - , -",�A,-�,4'.� -, .,,; -I I-,-,�,,, , ,�I � , ,�� S , ,- "" -. , �� ��� i I ., ,,� , ,; ��,�.,"I?";� TI I.,� i,I�,�I.P,I'14"',��,; V,I "+ I,j, � ""�- ,-v�, .1 -L�' 1,"�,, , ,, , , ,') . I,� ,� �t ,,-, IN I " 4�,�, " ,, �,;�,- ,, �,` - � �;� ��"!�� ,";4� .., -1: I., '�`.I� ,e I, I , -'%4�,`,�,I,x -.jr, , ,�. _e"�'q'. I-`�- I�, �,�, �, � I I,,,,I:-,,-I, ,, - o",'�01 - �� , ,",�,I,,, , "fe. , , , . � , , �. �,r t,�, 7,-," "�, � ,�;, , ��,�,�;,�-f I , -.I I 1,.� ��,�.'. ,�"-,'�&,�-"",,�,,,'t-I,'I" "'., , ,; " -'�&'�, �-.-V -��.,,-� ,� P,�; -,,�, " ", -- I I -, , , , �,;�� Z%, , � ,�`,�, , - -� ,- , C , , k, �,,�� . '. , 'a-,�,�-,a�4,-4,j�I,��"-"� , , ,�1�,�v, vll - .11 1'1�'! ��� ,,, - ,, �,, L .r:k , i,��"," - ,,, I,. -1�1�,1,. " 1, +,'I,51�I I�� , i�:,,�,� �,-�i-,��:,,� , ,"kA"",,,"I�, ""�1,,,?� Y, "j,,C,-l�"";I 11 I k, -�', , -wf,-W- ,., '.I,:I ,,,,� , �,,�., ",1, I �-,,� , V��I 4-fV5,I , , ,I, �" I.,; -,,,,,(�, �,t'�1 -"T,��, -1 '� ,I 1, I I I I, -,�, , - , -," "-1",", , '), , -,,,,,,,,,,,�,, ,i�-.-,4-,- ",- , , . -1,� ,,,�,,I"�,. ,, -11 - �,t`��e. y- - I& 1 I.-"I - . .I; I-�I - I t,1�1 I IN, �'L " V,t-�, , . �, ,14 - . -,"",- I .�I I,,,1 1 L�� I I" , , I � ," - - k ,�,- ,,,,,�, ,,,� 1 I ,�,,, , � :� , ��;- ,�i�,��:.-,.i���,�, I�%-;"I . -� 1�1, I 11 4 i ,� I 6, ��I I Iz; '.-, ,.�, - �,$I ,L I;�I�,�,,,:"�,"1;;,�I�a, ,. "�, ,I,�,,,-"I,�, , �. -.1. ,�t I I"t, �11�, " I� I�1,- � . , -. I --);k.I I - -,, -I 1-11 11 I i-'e,,�,a, , ),; '.�",)� � ,�,N - ,-,., - " ,,�r,,�',�,,V'! "'.1",-. ,�, , � -,I ,-,-,,'t , �-)- I��.L -,���'Ilvl �, P� � ,.���.�,.I- 11�-�Y I.1 ,� , -�,1� �.. ,- I�N I�1' i�.,:,,"r,-;* `,",,1 1 , , , �I . -1 ,,,,,�.I�I, -,,- - --;-)�-+-,1,.�W�t� , , ,, .,",, --� � -1,,,-,,,",-";---�. ";-�* .-r� - � ," I -�- I-- , �,"I���I'��11,;I�l.- , ,.%�. ,1, �,, I-,I I ��,, , 'Ir ,1-1- �� `I,?�,,�',,,,`��,�`-�,� , , 'L' "!�,,.,-�5,i I-�,�F ,-, -,�;1.� -, , A I-,,1',,-,�,, y-,, 'T I., ",","i'�J-;.��j�I)��f,,`J,'-'�',�I�J,,rj,�,-�, -� �, �j�'3� ��'�'�,"I�o,�!, , k ;� � �; , I I 11 �i N ,� VVI � I i i'! .,,-- ",- A,,I,"",:, '.,�, `- , �� ,, �, ',,�t;�p�., �- 111- I I 4,I I I .�n ,,- �W . K!" I , - �, ,4,-,I"-�,�'3- - , " , " , -1, "I.- At�1- .P.,V, - �I , I - --tl q ,Yfl I I - ,-� -........I--11�I ,,?, " ",,�-� " ;,.,N"� . ;k, ,,,-,-,,,, I ,� '1'-�'`,�V �,,�, 'Ift-��1 I, - ", -,N -, *,",-A . �",, 11 11�1v%"-I',,�,,� , T, - -,- -111- I L' , ,,, 11 ��,I k'41�111�1 III, , - 11%1', ,, - I � , , ", I �- "E0**,I"- `-� M,ti;`, S."'j'W"i-4-- "" Al-1 IV',-- �.11,1�� -�- -� I I� "', - ,, . - ;., � ., � ��,,, - - �, ". I . ,� "'I " � , , - ,- �1"`7`- --;,'�7 " ' ,'It I,,, ,-, ,k$� ) , , -, -u 4-�,I ,-�, .�t, �� I -Ktc 11 1-1 I�," ,��A�,,`1,1-�, -,,,,�"J.�-4�i"r,�-��,;���� "'"� ,�,-Jj,'r , - - , - ,� - , �, , - , ,. I -1 , I ''', �, , ��, � I$ 4, I� i ,:. � , " 'I ,�', -k iA , , " , -- " ,,�a�,- �� ,�, "I-I 11 I�*",-� �1,�-�MA,11��11�i I �,",,"'' � 011'11�,; , , � ��i� I I.- -,� , -,; " �-, , �, , , I�,�,� � "n,: -- �-"r I',�', - ",-,".�j-, I -1�1�,, -,-J���- ,-q,, , "C'411-,'-,�; 11-.1-411 --,�,'�f��",, I I ., 11 � -,"..K �;, ,40'111il, �Ib �f *-, " , --,� " ',, � ,I-r ,- ,,, ,W-1�1�','14A, 1`11� _�,���'�)4 1 , , -1 , , -t N , �T"� &I , �,.� - � -�il. � I , � "� -1 ��," �, ,�� --If,�"7 V'i �, �N - �4k '. -,� ,P.� '� , - � J,,J_r,� I.,x,j-�,�, � 11 :: - � - �, - ,�i ki 4, q,, I c --l" X,It , ., a � ,r � k :��,�111�'k;�"-,I-,-,��,,V,,,,�, lii� ,, 1�11�17,,`� � ,;,Os�� ,,+;,,��-iw-PA 4 - , . -"' -�, ,;�, - " ,--,,.��, - ---.W,'tZ- , --`� ,� I-!4,e,, 'I, 11,It�,t.�,71 1,"1,41,11 -��,� �,,�C INXII,, ,,,,""I"�, ; �1- "�,-, �4,1�1 ,�:�,:�.'""LM , -,11-- I!,. , � �, ,V ,,�W,;":A"" �I I ��,,, -', �-,, - -".,I'A"-1 "IV.- ,, L V �. . --- � 11 �,gfl�2I,,-�� ;G.),f,,', ",�", ,,,;�-, 'e,;�,;I,,,I T-6;4'1� IVA"'. 1�--1 I I 1.I "1, , -I � I 1,- ,-,,p , S'A -,-,;,-',, dl,�� ,�,, , , - -,,�.'- ,�-A�, -�-I�-�� . ,-1�,I� - �,,,-,-,fI -- I L 1A,� I . '1,4��,.1, -,�,,;, , , , -,, , - " , -, " - I, -"111,�.-','t;k�'�'� ,/ , ., - . -,- -, -'r, 11, I �, , - ,I . ... Ll�,,%,:,�,'11,''I ."- �M- - ,� - 11 4� TI,I I - . ,"'I �� I .i , I � , ","..., ,z .r. . I -- 11 - ft,j7I,1r1-"o?1`-I 41A , 11-. - . T%-,- "-,w, i I� , , ,,�I, , -, t�t'%,3v�,�"-N,�I,,";iv;I� �i,,�, ",, �� '�,I I�, I ,, ', ,I �d . ,o�"',- , I ,,, 7VA -��7"�,_ I .I I I . . �, I-,� �,�,.-,'o �--,,,-�,�,� -1 I .1,11 - 0 , ��-,:"N'."." "''�$�t-,:,�;�,��,V 0,� '��-",'�'�e,'-'i,41'-'F',�,",�, - c,�,-��v , -1�;.;IC- '?. -, I. � 11 ��, , � I , , - �'� -� , '1��.1',--f i-��i�"i I , i I iN,"W,',V.,,��I'', - ., , "" ",,". ,�` -, � ,�,,� -4 ,�,k,,",�V,,,yj;i , ,�� � ,,-,-�.� ?,, , 4 - 4� -� 1.Ii I, 1i � I A 1,*1 , � I I �f �, -, d, -,�11. I I 'Al-I -I , - I .A , `, ,111.0f�t,�L,,,-,.,"�7X�;,�,,,,�4,;.-,�,- -- �,,,� -,,,I'v'II,t`, I,- - ;7,- -�7 -,�, � � ,�,�� . , "N . ,�, ,, " 3I,,X�, , _ , , -, , I '.4`�, l,, , ,,,, -,A� ��, �1,� - .,I,q,k ,,�'�',,1 "I��- "z,o"jo,�, , N - "'',:,*�;%�,,*,)i�,,,,,,,��',��,� -1 -2, " . ��-,I, - _ I,Z_0 ,I ,�'��, - , ,, -A,-t , �� -- 1; . �" �,?�� ,� �, �*� ,� -, , ,,�'A , "��, ,j, I "," i , -r,7"'. ..- �L-'---I't,I�A,k- . , -1 , � �, !�, ,�; �,,-li�'14'�,�11, �,,,,� . I, ., , �,�4 , , . L � * � V,�,I �m,,��s i��,,; ,,,�,,�, ,"k- , �� - , I I , , , , �,�'r 0 , ,V � �, I..'-,;�,,, �,,,,�,,c�, , -I, ,I- , e- , �, -� q��,�,�t',�,, ,�,v , I-I I , .11"",4, �L" ;��,, �''� � . A�I �,I, ,, �L'� , , � .- 1, ,,, �,�I,,I '' I. , - ,��, , , , ,,,-,�,-'.ff - 1'-M r���,v- ,� ", ,,,,,I-�I'-I"'If - � I",i,!�,� - -, --, -"" -.I "". ,, -1--o , , - - ,��-- ,,, *;j I I", �-j"q� "�. ,jo -�� - I , ., 11 I 11-�� - . , , - -",.-`��-,J'�� 'I,�"�-'L 11- -,j-,-1,'I �" 11� ,�-: Ili I I I§91e-ol 141.:"I I ,V , I,,, , , ,�p""P' V, 1�1 111, , ,," I � - �, - I. , . � '01 , �', ��,,,- ,I �,�'��",,',,-,�'zx$ " ,- -, , , , .", , "'� ,V,),Tr -I,,.?"�-,,I�,�5fn,4,�1. t"�!�L'��-'.4"�eV'f"�%��"�',�', ';"��,,,z � i-N6 - , I ,, '�,- , I I -,,, ,. ,., , ",�1",�,""W"�,,,V;I-,-,�',,4 1�, � 4'�V I , '%-4�;,*'k s,,,,,,,ily�,I-, , �, ,,W I" 11-,-�, 1�r * I - - � I I ,4,r�l-.,�,,,,-�,,,-,��', �Wlz . ,� , I ,I 111`� , I .1.11 ",� � ta " I � , - ,,11 111.-I,-4, -- ",It 1,W, �.�i�: - �r�"5 "",�y�,;?',,.,�;�4,,,�,�4I i� wo . .:,,,.- � � �---- A.I I I",, 4,� ,,,�", ,I":,,, ,.�, -�,T'-,,,-,)4 4' ') ,� 1'�:"'- -�,%- � - , , ,� - ."�, - ,�- .?�K i, , , �,1,� V11 S� 4,m , ,, ,, -1-� -,�,!7".�,,� ,� - I�' - I , , ;;, , "��'�i��7 , , ,,",", I-,- ", � �-V-�Vll�, , � . ,��� L.A � -,- � - 3 , , - c I,i4--.'. 'I� I�1, ,,3 ,A4 ,,,i"'W,,�,k1W , _�;�,,� ,-I ," �� , q " ,I - -� I 11 I I k1111 ;4'i;� -7r ik . -,_.�, ,# ,4, ., � - T,M�,-,,"�- -�I-7* 1.-,1.-, ,�-� �? � .,-J,� , , * 1,..W- I , .� , �.;, - ��11�--1 I I 1� -!-""I,"-,I �`h,,11'.�I "� ,��% , V ZT� t , - .11M, I � , , 4�j ,e � , � � ,� � , - -, _ . _ �, ,. �j ,,- ��.'�L' -V,�:V,�,4,;��. ,"i�" " ,I . -1 11� I, ,� S V ,,I,� f-f% , ,� I 1�A ,-,1, I-,�4,?� - T �,I", - , � 11 R F,��,%�,,-��,.�,�,;�, , ,�-t,I � '., . I, , � L"','I�,,�",��r4'.I,U�,.,* --*�, ,�� - �'e,0,,��I,��;,. �J,�,,f- T 11 - 11 I I 11 . - . .--4, k,!;�.�! �*V""Ir,i-,%4"� - ,�4 I�,, ,� .I.-t, i-,,'r.,A.A`1�,��.`�,�,�� , � -�,-'. �V��, � :, O -,L;,�..",�,`;-,�:, 1. I-,'-- , , , � �t�,,�-",v,'-'�:,t,-�,,,,�,�, 4'1��,j'W" , 7 , , , i; I'll I � ,- llr, �j , .. R I., �r 1. �,,-,, ,q � ��;" ..,�--V�,1,,), , I "'�� �Aw,Ift!"', - , N t ; - j --�t;',�*-�.-,:,), - �,�11�,-,11. .- I 4,�� -1 1;- If,-, 1� i'k I � I---�-�P��I,�,�',";'11�"�111.1kv t I ,I, 11 Tz,�I I.�,I I I -- t�-J, -'j,T,A.I,. a,�,, I",1, � , � , �,I, , #;:I 1� i I I-,,,--,-�- ,---.It I,"�,W�,!�: A W ,,, ��,-" �-,-"- q,I11 f1v 7 I�In,�-1�, "i�11 1�,4§1 --Nl �:���'11 -L , I . I " ,"I,`�,, "" g`,�,",V-'�.'� -��","i����, , "' '� - 'C'",1'1`,`�``:`I.'� "'�" - ��,,,�'M� 111�- " .WI� ,,,-. ........ �--1P 11 , � A �11 I � .I"I - I.e , �, � " ��-�7- - ,�,:r 11 I',�11."�,.,f -"L, - -e--�,,� "" ,16-" ,-� I'll �,,,�, ,,NI6�01,It lk� I 1�!'r, 4, , O ,,�W,, � .P"M il.�-�,;;e-%�,,,� , , - ,;- 11! 1�,- , �VY.I,i� I'.'��T� ?P-e�, " - -, .," L-�.,�;;I�'AJ,�,;�".0 I 4 Al�,q'N.,,� I - & ,, ,� -�',I' L 0- ,� N,�,--';4,�--,,,,0� :6 �k. i iI'. I 0, ., R � �,,, , 11 ,4I, !,f, , ,�1. _,_ -"' ,,, ,.K, ,I I- , I '-, , III' -N-1,1' ,, 11 , �, �"�`-,"4,NX�V�,�'Iq,,,- 1, -,, - � �-- -,I-I 1��,w--n--4�;;,�44 I,-7,�k�-;--1,I I�,11 I,14�,,q, "I.>�,,�,��I 0 A 4- ,I-`-!�, ,�t� .,�,�_��.1,.,-,-,, ��-, " , 1,14, -AIII "�Ik � ,� 4,x z W,�,,j;�') , � - 1. _71, 4* , . � . � A ,� �4, , 1, " , -* - Apt p t I �-� , -1,W� -71�111-11-1i��Ib�,�,I,T�I��04'wy�;'�`,- Vil�l , e. ,�',�, -- I -"-, ,- : "A".. , ,,, �- " , I I,I", ,�)I ,'�j�el,,'��,,�'l '�,�I�,L',�,:I, - �1,'T,'.,-.,, ,,�, �, , �,- - ,- , ,.,--,-".�`A.),e�-� ,-I-t, ,�`-,-,�)','---5%F�>�13�,---�,IIIX 7�,1,��",I t�"I ,,I ,�-Pl 1, - I , ".1, , , ,t "I-,-,�I"�-�;,, .,,- -.It', "'r 11 "." r � , - - I 14"k, I � F I , W - I-� , -,k tk,l�, �II., I�",",I�,;,-,,�,� -�,,--,, - - -Z ,,,�J,�- -�- --(, �,I-- -�,�-11�.; - ', ""' -4,:-, ,,, ',ia- ,��,,", Jv"�,�,�J� �, M,,,� " -�-,,-; - ,- �111',,�,1�14 11 I,�";,Z, � ', ",tl'y,41" 1,,L I�:�,�� , _,�,,,A- ,',,,�ii�, ,-,,Y,�, ,� - -, , , , , " . --11-1111 ,�-,�-1,I ,1-1,, - ,,,* . ``§'4',,,A��'�',', � , , ,�,,-,IAL"q, , I - , ,�-1 � �:,--,I�% -�' , -, , . , V,,,��,r,,VT� �, , � i�� ,'�,1,111,01 � -I- � 4- .I--,� ,��77!, ''J"'f"," ,�V,tl � ,,,.,,, I ,��1�11�4�-O�E;;"-0, "- n" 'I'll I I ,A-, -�, ,�.T ,�" , , ,11�,-�, ��,,'.-, � ,, I ,�,%" I - ,-� _V2�'� 11 I I,I ,� , �fl :, , �-ON-,�,, -11�11-7130� ,41�T'N - . - I I�Ro-,;�11�6�� .,,� I,L'�' - I", *;-,11,1,�11 - 4,I- I,"',,t� - -, L �;,,�� � �,- � , - , , �'.'11 I 11��'. ", Wv - , ,, ,�,.�', ,� "'I"Irl �,'�-, � " 1;-.`,��"'-,�,,,,-",� , ��,,.1 _,.�, , T J."I", "I N ,V]f, -,"a,"',W,I�,��i � , I U"�4--,U,�,,',�� ,��.,'-,�� % , ,f--4i�'-I'J,1-1�1�1 �, , �,, I �,, �' �v�*---,-, ,-- , �I %�",;IF - ,,,, , t'�Inf, " ". ,,,�,, �:" ", I. .1 i? " - , - ,, � _ ,I I ,It?,,�,,�',-�;, , ., -"�',,)",�" 11 - , r, I �,;A,';'If��7%,iA-��),�,.�:4,,,,, ,,� ,,,, - �. ,; ;, --, 1.11-�, , -�I- -1,'.1 I - T--�, .-"--.,."'._��,,- ,-,, 1"; ,� -1,; `T,�......�101�"�L 4, . - ,I I,- - _;11 I �,'s '!,�, � �1�4� , , " I '- I ", "I r,�"I'll - "LL -:�' - � evo-- I,`�,�'+ , vr'q�;.�* -,. , Z�I'�,;��,;,�j � ?.,', � , V, 4�"Pk!�,,-,-�%-,,'EA'I k,�7, II'X1- �' - , - - ;, ,� � --" A.W"-�1"',�-�,-,��,,� 11 ,','*N�Yl',,�,� ��,-A�,'.".,,-� 41- ,�� , , 1, �� -,�",� �,I�i, ,I � ,� -- _ I,.-.,-- �-K, ,"-:. ,� - -�,,"'."#, ,I ;, ,I ,I I ,I , �! --�,I, , -,� � " .. -, ,, , I I .1 I- ,,, - - "it AMWI' ,�" rs kj, I",%71'-V:��Z- -1 ,�- , , I,I P �k�i -.,,�,'YI ,�R,', ,�;,� �-.��,�,,;;�* ." I , > - , , , L I � .1 . I I -4 ...1', , A ,',�;:,�� -� �;I�,I I 1'.;, �,11 1161.�r�� '7 " �"::: �� I -,,,� �, I-4 !�;4� 1 ,--�,�f,�,��'f,�J�A`��,-���,�,�,�,,,?�,,'i�,f"j"���-,*,I,..A,��,�r, M i �� ,-"-,�,� 1,�!'-�,,,,�,,�, I-�-,-7".; -11'! TP, '. ��,�'17cj lc, , N - -, - , , I,� � , ,, I - , * - z., , " I �; 'I--��,,� L, . -,�,� 1�,;;:I�,,, , . - -111,11 I 1,k �y AV,I I " I ,-"r,f�,X-, ,'I;�4 - '-i,':,� �, � .I'I"I'll 11 - 1 4 ,-�,A- , ,)-�6�I,,x,��'�,� . -.,,",--*,I -14-Fl, �'�-,,�,, �1: "", -� )-111% ",,4 , , ��,-,` - A,�Mm,,)�11,1,k I r;,, -�- .,-, .,-,I�A- 1--!!��,� r I I .11", ']I !��,�"I I� Ai� p,-X'4� L- " 'i,"i6�, - 1111-1. - - I..1;�, I . , I, I't"�,, -A,",_", -,,'�-- �,�,Y' %Ir�� "Ve I vz"X-4 ;� 1, -,�,17,,�;"�,,�';�,"�,�j�,.��t�, r-1 11 I 11 I " T - � ,&,- �" ,,-,': -i .,� - --- a--, ,�,;, I-,,,-�� -,,'X- ,I,S'�, ,� �4,I -�'�l I , ., I 1 Pf", , - - I , ,,� I'1'1�1.- ;---1 1,�A' 'g - �., , �'7�� -� -,- ,�" , �,7-,Y§, ,�� 11 I'll, - -" ,� i'�,�'�',."� �j' I "I'll-",,, I,�z , j � ,.:�',, :7 1�f�;, . " , ,,�,`�,,,,,,�-,4',, 1 -,V ,��, ; - 4 --- , . L -I Q.'j.,�,,;�� -1 4',1�� ,I I I - 11.1,111�, ,, , �If�41, �,---I,' I, ,.-,- ,X� �I 1���- L� , ',F' , ,, - , 'i 'I, I. I ,- - 11 "� -) I Ir- I I'Ij�1,�',�,,'I 11", ,,, ,��, ,v ,��,�N- `,,fj��', ����, ,", IZJ.� 'A �V,t -� ��� ; ,''. -11-1� -, - -.Atl.- ���,"I'), , ,;,, If�;, , �" ''......��, `Ar,,-�t"Yf E",-Q,Y--'l , , , , , �� - . " ; � 1. -'I , -- .." -,- "T-1- i�4 -' �,.L", " , , -4 _:,� � -1, , . , �� - I 11), , ,t"Z�1':,. -fl, , ,� - 11- ,".11, "I". 11. ki, �,,�,,I - %,(I I!11,11, ,,I,, -;p J, ,�Rt$ 'I 'q , - -, 1, ,. 1. , I'--1 - "- I 1 , , ,k I�1. I-. I - I � , -1 r",,-A -.." ,, I,I� 1�*,,-,,��,-� -,�` ,�,;I��, " " ., .1P � , , s", . W L,-, I I , � , ",,,-,,�,,,, 'W"�',�),"; , �i , - , ` 1, -� , ,- , - ,m ��I�-;L�4 h'k ,�',';� , , � - - ," , , �Iw,�I�'--", , ,,, I " ;-, , ,,,,, �-�' , ---, ,,�,�qe" � 11 L, �, , ."I���,I 11, � 1�11�,�"C'I" ,k:-,v �- -, I ," -. , ,,,I I�,DAVWIVI, I ,� ��, ,,� ,,. � "��,-, , , , I � I . � ,j I 1'��.- ,,, - I 11 �4- 1 - - - �,,,�,.,:������k�,t,;-,,,��*"4:4.F��,,� - " IJ-4, , -, .- --7 -,,-,- , %0'1� -� �4j,,", 11�",O-',�� --!,� I 11" I 1,11;', ;,p"' , B.p','0A,P4-- L', '1� N' ,,� - +, 1,"'.�.,I_,," :1"'�- , . "� I k, -:"'-'%7,-�; '-`;,�'�, ,�14je� 11 � - I ,,- �', � I -1�,-i--�, --'-'�,� - �o�. %- I j-�"",�,�,��"�'+L - �---,F , I,,�, ,,-, , I -, ,, 'J'. If� , - " ,'I ��L,,,,,,�- �,� :�I' � , ,", ---, ,, , ' I li? " ,-,J,-,4-11 -�L' � -�e.,; , � , ". , ,., . " ., , , , "' I �,--��,,,,"�- , ,�� ,v 1"! 11 . , � ," "" � ,,,,,,,, I k L I", a j'':;,L:1'j�� - ' �')� ,,I;4 L ,,,� ,;-, , , - 1'1�,�,%," � I,",-',44 ,;- '; , , , � ,� I, -,,� L" 'j"�- - ,� , "�,"' Iy� i� , t,i AVAN,,V�,��-`-,�n�� I',",,,--�� I ,f � x ,,I-,, -,N.e�� ,-� , 4- ., , ,. I , , -i i,5,'�k , -,',,V�,j, -r,,�*,, -, ,, �� -:�V�i-1,,,,,, , I 421",�, -11�1-'�1,411, , ,6,, - , , � ,,,1,z _ ),�,4,I,'�- � ,"-A 14;,,", ��Fy."' .11�,,Lj'� --w� - -� � - V I -* ; '. , '. �, v - ., I , 'N �.W"' ', `�,Z �, ,�'�:,'Itl;�I 1 -�1114-1 I�;v��' ''-'A"I",",V-1- �- -, - " V.--- � � ,� - -� , Ier"'l."W,I, 11 , � I�' -�I-I"- ",�%,� - - --�Al "k, K,V��-K- , 7 ",�,,,,-,�" "�-�L'�'`-I ,� 4V A, I,V,L,� � --�,-- -I- ��......�- III 7�1,*;"I�i- ,, "'A' 1 , - l . * li� , -�,%,,, ,,', 11 , .,-� I�I f,V It -",, - ". ",`L I,0,-51��`Ili C'., 1 �17 "" IV , - �* ...... ---� ,,A��V- " , -7, ff,�,;-��-�,I-,�,:"�%,�,�,�o-��;�-.*�-,-- -,,,, I 1-1� ,-I-1�'- 11 I -V��,Oe.,�. k"." '. �* ";',I.,�, �_�!,I�, r'-r�'W�* - i, - ,, ,.*�T,� --.,�;- ,�,�_ .4 - ,�� I � � ,��,�,�� � , ,),� m� , 744 1 � i, I�- ,,�,�111�,-,;��-, � - , I 1,� �* � � ,,,, , -�-:--;�,�, 40- L, I,5 R I;I,,.Ii,4`, � �, �;',".I-,��L�"J,I -- , . , I I, I � I _ I � � I I , - - �� ,`1- -.1-, .i�� ,4, , , ,; _�, .,, ,,,,,., ,-��`�� ,, � ,oI." ,--1111X-11�- ,, . iioVy � , , '19 ,� '4�.Ai�,A ��Kl�e' ����I��,4,,,fi I "'."",�'I"I''J�;,41,�t" , ��-i,",'i " . I II-l',I ��,,�-," , ,�,i,�r�� , ,f, I I S ,, ,��,N I,,I 1�, ,, ,Ya�,-�, I� ;", "t,,,I, -94"I � �, 1.L I i'� ,�� V��-� "�� � , " , , ,� ; ,�_,,�. I I � � � I"`� , " -,,1-1-11 � �.. ,,, . � - I" ,I � � - ., , ,, . !, &,�-4 �-��, -�, -t �N - .�,%� w . -��. , 'L" I - ,, �- -6 . -' 35M , ,I, , , I ,,, ,r � - - , , I, 1,,If 1, I 11 , , ,`III i,`L�, I , ,4 ., ��i�- -,, - ,�, I I t - . � 06 P Z ,,� " g� A, WX I -,�L"�� � . lt� o" 0�', 2"'i. , ,� It -�,, ,��--� � I S"R:1, I �-1 - ;,,, o ,.�-I,4- -, , I',4 ,�� - , , - f?%.?- L �' -:,'j ''i -I� �V��� ,Qe %'-%Vk '9�y'c"'W'��`��` 1. ,� �, �� , -�� , ,,i,4 - _W;�q-*, ;;I,�,,g�I�,I,,,�-,,;t,, I,,,�-�� �-'i,-',�,' ." M. , " , ,- , �� �L" ,,'L,',�,��,��5� , � I I � 7,Y.",I�-,, .",-III, ,,- - ,,,v,!�', I �- , �1��,�,1�'. ,�!F, ,� " �W,, � � "' , ,�,,--'14-%,,I.-� '14M,� ,-,", I " -�, -,�, ,_I i - , 11 0, - 4 , -1, I -,, �, , , , I T I,�, ,, , -W,A 01 , , % ."I (�I , � 1��- .1 I , ',I'i,' -',' '", �4�!�'��tI`�I',�:''�?-I,),�Y,T"_,I , - I, �,-�- � . 1, � ,- � t,* ".. ,� 1,"�` , _ M ,; . ,� i , , � ,�� .I I� , ., . , 'Iff".' I,!, 11 , , , .- , , I I I I-,I I k . -44f,,,I":"1��,- ��,-- -I-Ul� - -�',-,�i,��, 'A,�,4--'4" �, ", -,".�,t!, , " -;1.,, I f,P , , - I I-A 1, - I,,mj�,�,-,�',N*�Lj�' -�' -'-,��,r?,�" � , �� �T ,t-,, I , k- , i I -, , ,1,, ;;; .1, Z "- ,.� �,�OV7VI-,".�M" ,j,, . ";"A'Al" ,D��"�,',,4�,,� ,�, I . � , ���, _�,'I�" 1 _1, ,11_1�I, �'. A 1', ,,�,%1,:,il, ,�.A�-�-,�,," "', _ I �q, . _ _ �� , ,�,- "i':I-"!" , 4 � �� �A , �, , , 171� , I I--"I" ��,; " , ,I f, , ,",K r � ., , , , - , , ." �,,�......1,�"!1. "; -t,�� -1, ��, 5`�Z�'�",-' �i� ,� I,,� -� , �A� I I , ,X -�,,,,",.�,, � , . ,/.-.- ew- � , " -'; , ,�A., " - I ,'�,; ,�'.�,�.I I - , 'I", � ��, � ; ,��- 1. I,� -,"I I I� - , ��-,;,I�,�, "I 1, ,� ,-I. �. �, , --;;!4 -��,---"r ��-,,.,,�",�.�'Y,,,,�""",��, , ,I, .�� 'Ikl� ,�, " I � , " � I �," -, "'I�- , !� , I 1, 1 . , -I I Ili - ;� � "�'" i,-;-�, 1� �I-,�,,�), �� I -, I ',,',�,-� -1, �� I',' I I - , ," ,. , .�r,,tfll-1 � I � . ,�A,"A!,� 1, :�,,,qy�, , I � ,,-,.,, �,, fl,�I,,,I,���',,"I',, "'�, "I��''TMI'��kA�,��, - , " - 1��-I. -1, .� I,�,', ; 'e�--,� '- - - I,,I I -I ,N�'11 I�. 't I ,III, I, ", �4 1A,"- -,-',� - � ',-� ., ,,,� , ", - ,,�tl �,:,�*,��......�,,,-,��,,-',; ,,,, ',-f�' , , -,��-7,I�YI 1��,,",��`- �J,�I'Y�J�L -!I'-,-;i ,�,, -L , -'e"" � ,�, , - ,;I �'.1,�j I�t�',',�,!��, , 1 4 �-�:W ,�r ���, � -11 �""I L'I 'I , , )- �1, "Y14,r,,�,,`�'! It, ,,.�,1-�, 1%,-% ,.t-. , --,�,11.1, I I " , � I,, ,'r,I,,� -� 1.111, .I 1,- , ,,, I .,,,,, �', L,I ,,�.,-, '' -I�,,, ,+- . - , I . - � 4: c "'V1, , �,t-��.,��, - . - �, li-�`-[- 4 V �-:� , 1,� , _ , ,�,.,;, f' ,, , ,f,� � _I, . " I I I j,I-'�,�T-�,,I,�. ;- "". �11 -j - . ��`4�� ,,,,,,,,.I ,,-�J-i�-q-,,�,V.,, -,I,"Z" � u,�-;�N'-�-I-�, 3,4,5�,,u,x,�%,�,z,.-.,V'I W, , t,1��,!),Lle I 4 V��,�i,., � , ��,�;�,,��, , .',,I,. � i , _ t� ,__* �, , ; I "� - , 1-" , ,- � k?7�, -1, ,;Z ,,� � . ,, V, 'I� - ,�,,,' �:�,'�,�,-'.,- , ,"�I" � I , �, -- � "� I I , IW,,� , ,�, . , � -,�j,',�'�'� , XzI _1 ,,,,� -I" -��R, �kz�F�,,�� , - _9 VIP? , �.- ,I� I . I �'. , ,;1, I I . , - , ,, , I "I I I I � ", I��� " , \ I !�� - � 1� �� , ,"'Y _ "".�. . -; - 1p "Y,1,C T� , , � �, ,,, I �11 X0 %.- ,�& , ,", r7.p',� "I, ..,,�, ,Ir"!�,�:�,�,*,, '��, ",,:,� f� * �,1,-1,,�,,��,I F-,, _,� -;1 j���Ll - -- -,- �- - �, , ,I , , I"I'll , I ,�44 K.,��$-I -i� .,_- I �1, ��, , -�l, - I,.�,,�,�'4�,,-�� , -��4 � L 1'-�l 1,, " 4."'. , �, ":,�,;,',, 1z"I",4, ","�".,� ,� I �-I�,�" 1,�,:"� " -v`Al' - -, ,. , �,-, , 1 ,� M,1 ,; , 1,1," ,, �, -I." I'T" V, , "I L7 ,, � � 1, , -,� � -,-- - il-� �" 'k,11�,�'ryUi'�Il,,;f,.-:) .,.k , � ",�� -I , �,\'% ,, -`�' % , "'r,4", -1� , , 11�,�',I,,f"'r.1 Q 4,i - %-1 I � il , 4 Al fJ,�',%�. 'I, :��,�,T 1�" ",�, ,�"I ,�,'4,-III,-1 I�1�41�,,� T , ,. -, p1r,� - - I �,-"j", , . , I"�;,:�11 , Y, F,I,,�L 4N , � .,- I� I 1� , - � ,, z , I� , , �, -"', ,� . ,4",,17,,s`I,wh, -, W � iq , I 11 (-,, ,��,"� � - , "1,, - ,�11� ,,,,,.,,,,� , -.il,'N�U- - '. , , , - � , 1, , . , .11 , ,� , "�, I _ - N,-I", ,-,� , -.P� j'- 1 " ,� " �I 1, ""V, �.11,�1�'I� , ,,-I- I- I � "�- I - - f, , -- ,I�,���,, , - �r I .1 I I- 1� I , .�',",,I �A� " fA * V'�'t,��,,,,�!,.i'%�'�T,) ,-,,�,v',*-- -,----,��", , - - , , �� �,%�-,�,`,�": , - I ., I ,,,��� , ", T�I 1- ,��., - ,� - I � �, ,P,�,v- , , -- I.11 W i I",, � ;�.-�-J%'�,"'�L`,-,��''-'", "'e, 7"�'1'(J"t� I�.I 74 ,t - ��* Z�,,."', I-,'r,� . I , .I 1���I 1�� , , "' 2 I -- .I I imM, " "' �'f�;g" �', - �F. A , -1- - �� 1''- - ""I, ,"� I k�� -1".I"I",� � , -� I. -1--� 11.1'.�I I 7�1,,.� ..-I,� ,,, ,,:��, , , I , I , i,"'-',,'�,1,w� � .'111 . I "I 4 I! I, , " , � 1. - "'L,� -1 , - -,;;�` t, 11 � L" 'A *1--- f �_,"', ,�-, , � 'N - *n?" I- A,,%;,;,�,I,"?,,'��-�I�;"�4-�;�-��i� -:.�, ,%,Z �V�, ,)� , ,- � . .. :,,, ,"', , I I I'll - ,��I I.1-1 --,''')'.�I L"�I,��`I_',-"� J'.'7,', f�� I ,,'fi ,�,"!,:��,'j` ,"', I" �,� ,-�� 'S "�'.�O" � --')�-- .a,�, --'L_-.-_ - ' , , � ��I� �, , _/�;,� - '4-!.�,,,%, ,"�",-'Xo ,� It,, � I� -;. - ,�0, --- , ,;�� , , �,,,�-,,IJ I" -,��l , V-��.A ,�,,, l� , ,,,��g�,, "'WIM4 t I�" ,5,3";'$IPI�5".�, .� . -w " "',�,""',- - ,-,", 4, , �! ", I- ,,, -z".�""!�,,��,,,,�,,. ,-, . , , , , " , I , ,.q, ', _ LI , , , -',, -� A '!A�4;�w , � - - - '5 PNI ;.- , --,-�,I i�,- ,, - - ,I I ��"", ��,� ,� "",E �. g ,,- � n� . -,- � ,,1% ,t I ,. 11"',,� �� il, ,,,-, I ,'��,� � �4, - , , �� �-,, " I ,;�, , �, �,-I I"� I- ,1,,I�, �',�1,�� ,�,,�',,�-V',i,-,-,.M,�,�",�,I 11, I�' �-,V�'T',,,,,�,� -�,"� I��',': _.�', ,vt�"'i F,�', V4, ,� ", "O , �,-, ,-,�, ,�,A,,'j i.�� � ., 7- ,� , 1-�I,...��,,,,,, % , '5'��-%-'4', ,-- "f.� 11.� I I - �;- � - -. ,, -'j , .1 ;I , , ,. "t . �� %', -1 ,i- i-,- ��)O,I, � -- ,I��,,,� "I�,'W i-N,:IW��",,�"-,,��, - � ;:,"'r, ,,,,,�,,)� 4 ;,Lj,� I I I,A _, A , ", 'I 11,I ,� -1, k : . , ,V, , � - ,III I--- - P� 't , I � :,�, "� ,-,", V, , - 1 I , , 1 � , , I -, " - - 4 yv��,�1,-V�,,-% ,",P-, � , , , ,,, I "N ,, L��, I ---;-Q I�� .,. , -'k',�,4"5 1,y p� I" �,S-, -,,N� - I -I, . , � , 14 ,, , " , ,,- ,,-�",,.,��, Z�L I I ,. , ; & I I'I Ak , , , ,, ,��'ef.'�-3'..I� ,-I i "�' - �'�',, � ,�., ,o.: � '�'�" "'Y L , , �"I% -;-- , �,.�,'r r,J, �, � , _,�,,'� , , I� 'I L.I1� 11 I T - k," ,-,��,J'I;,,,,�,,,1- , - �, - 'J�,�-,;�-4�.,,"".)",j-�--w j�,��,4";',';,,, ,���!- -,,,,f,4� 11�.' _,th, "I -, - - , I, -1 - � I " , ,. , ;, I I, I ",- ,�"'j, � ,,:,1� - -`- , , -, , " � 'q�- 1'1-.-�- I'.., I 11 I ", -"" f, ", � ;�:�I �� I 11,�I , _,�"L;.__4 -j, - I � I. , I -- ..,, ,,, 1, p�,,Itf,,;�e�-,0, _� �j,.",� .14�I 1�, , ��I I I . , 11 I I , �. ,.- �', 11 ",��--, " ., - , " I, �� ,�, -,�, W�,',-,�LX%g, I-- , ,,- : ;�'j-�-�, + - " � � "", - I I -, , -,, , .., , I '. - . '.- - , ,, �g,J'� �,1�� ,'4 1,� ,, I ,�,,� -"*�,,�,-, ,,�, r �I -,, , � ., -m 1� ,- I - ,�L r4 ,11 1'11,,�,',,,4���I� �� -�� �I� , ��,,' , �,,,� � I 'I,1, ,��" , � �Aj, -� I�- -"I�t.6,,izr-,,-1�L;'I".P�,,:,"I',, f.,�,,, I ";,�I � , ',� �, � I �--'+ 11'';' ;-��'":L' ?, �,-�,I,. , -,, VII- 11 " ,�, � � �, '�;,�- ,�,-I'. %,iIV�,�III,:,,�-I - I- I -��,: R -, - , � , ,�A - -1 * - i--" ") " _, L, I I i I I � !krr,,��,'�, '�i-1�J-111,<��,� 'Wij�,'+ - ,�I, -- 1-,- ." I� q, �.., � I I I I . I - 1 -�� K,� -- ,I",,�-,I , , "- , "_�, I t I � - ,,, �, I , '!�!,"', ;�,$�'�e",,�'1, , -I,".��, �'�,�,,,�,,�., , It I , � , i , , . . I � , " - -I" ; I " - I"" ":_, , , t,L� 'i-�,���A, 11 -, � it," ";, I " I 1,, �I I�",,-, �'.',�� . , , I �� -I� � " , - _, � . , "' �., r,, g� ,,,I'-,L:,, ' �;',,��, , ,�111�,,",,,,��,,*�� ,�',�,'�'L'�,�'I>,� I , , �.,, ,!F� , I,�,�-�\ -"�- -,-,--4`4-11'��'I;.'�,� ,, I "-, � - �I 'i , I � � ,, - ,,,I, , �""'�-" , -� ,� , . I �- I ,W,�,�.�,. ,, , -�,-,1",� .,�,111 , I - � I,�*�A-',�,-,C��;,,`"'t-,.1,"1� 1,1"." "I .,�, _� - ,� � �I!,, , , ,, ,�,,:, ,, ,- - .� A, --,;,,I, "- `,'� - ,�"I% , ��,, , , I " 1� � _j( _ ,'7��, "I"i jil,�'� - r :.�, I � � � �., , (I -,, ,I". �. ,- �� , , .I 1�1� ,�,, I. �. I - ", 'I." . ,� � , , �', 11 I I- - � I ,?, ,�,-,,��7' " ,, :",A",,, I, . ,', _;,I�, " , ,_�,--:,-_, ,-I,'I, ,,I �, , -, � ,, , ,,- . , � , . I,, 4'.� I ,,, - , ,, -I",,�-11",-`-�,I,.�11� j " 7 � , ,�,��'- ,. I " ,o I "- . 11 11 I , . , , � , ,-1, , , -� ,,, , I I", ,,,,� � I �I.-- :, , �i, , -'?, , I I I" I L�, ,,� , $'. 1� , ,� �.-� , . - , , I , . 11 - , � "' 1.. - "V1�110,� 5, -� -��,I - - , - I I I . � I I 11 I, "'- 14" �,,,,-,'�,1,-�,I,"�� L - ,11 ,,,�, ;..I' -, ; , �, �," I �. I - .�kl ,� 1�'�,;. I��"'�'�- "'J"�, I I�" ,��, I, - ��:', � - . , " , - --- I , :',07 �I�",, � 0:"I ��'��,,�,,,, '-:��. *,`�, I-, I ,% � - I-",,-i, :"v", 71� I � i�,v, � .�,V",, I , IV, 1,� ,� � � , - � ,,, , I � ,,,, � ...�, , J,,�� , , " ,,"" -,,.� "". - I --:-, ": ,�,� ,�..t ,11, 1,�� . I - I., . I� " ", � , �. �, , , . , , . .1 , ,�4, , ,", I� , 5,,��",K'!L�,":,;"'?, ;,,,�,!,, , � � � , . _ -I,,I L . �': , I . 1 - , � ,1)-`�"I",I v�e ,-�, ��, :, �'. I ,,�� 1;.�',, "5 "1��� ,"�',g�;,, ,"I I,�,:,', - � i ,,, � � -, , -- ,�,�;-'��� '- I 11 � I � �, , � , - , 1V , , �;�I ", ,L, ,�,,, I , � I . - A I. 1 1 1 p: ��, ", --- e- , I I 1�1' ,. , I , - :... "I�L � - . ,, ,�-- , I ",I , I� .t , , - , , ,�� , , I -� - , � , -� I I"'-�,,�,;,, , 1 . k - . � , - � , , " -,�,�:,' ��,',A-*,, , ", 'I I , , ,+ '.", 1., ;.-I,I�, .,� , ,. " ,", -�,'i �- , - -1 , '�11 1,, ,., I , " � . -1 . "I�,�11 I �11 � , , �� " , � I 1, I I ,�;:"�,.�; ,��,,,,�,- �,I I �-I ';I";'-"`-'�V�,�,',"',(I "��' �,,,IL I, - " �,"I 'I , , � ,�" " , , I I �,I , �, � ,�,:-,,,I- - � I , 11� , ��. �v,- , '-,1] I -,,,- � . , , ,"I ,��, I, "A �,�,,�,, ��- - " v . - , � - , . �:, I , '� �, :, ,,-,� , � , -�,�, I I � iI, �, ,-, , � - - I" ,� ;�, ��.- I I,-'--4 41, I ,, , I -, � I- �,. ", ;,/ "I � ,�. ;', I I 1. ,,;-11.1,L, --�7 , , � ,�V.:','' ' 1'�Lj-�N ''"I., ,�' ` �I� � , �I � I " I .� 11, 1� � , ,�,', , L - I ':,�,� ,;,"I", -- I 1 - I_, - - I ,� " '-I,��, I I- 'I, ', , ,, - I - I . ,. , , -. , I - , , ', I- ---�.t";� I - I I � � ��,� . I. , ., ,:,- ,, , ,,, , -- ,"',,,z IF ,".�,:��111.1 �, �- ," I,�' ,� �� ,� , I-" " ,., ,e,i�,�, , :, . ,:� I�"�, I , l - � I .. I, "L' ��'','� ,I �, � 1 'It",-�.",1-t� --,-,`4, 1,Ii I 1� ,I+�, -", , I I I J,, ,��,I�� 7", y, ,;,,I"',-�' �_ 17 1'1� � I �,�,��, w� .. I � - . ,, � 1-1 - � I 1. I . " - ,,,'s" .T7, " �,� ,�, ,,�L . - I I � I I I. I�I - -� 1�-I I 1". ,�...� �' I - 11, 1. � -- � - ,� - ,- "-.� , - I I , " �. ,- - , , _ I - - -'� 1�, I- I- 1.I I.I �,I � � �! � �" 4, 1 1-, - - " �� -" �11 1. I.11,1, I I - , - , I, --�, I , - - , , - - , , , � , .I I ,, . -k�, � I � , I I � ,,,1'����,�,�,-, - .." -� I'� I' 1 1� -�� ., , , I 'I, L - � I ,,��, - �," -�" I �, - ; �I ") I ., I � �� - : ,��:,'-, "" �-I � I . , -I I" , - I ,� �i-- , , "4-`"�, ,-,e�,,.�,,, �,,,-�', � �, , I I I I ,�,, , I 1- "'! -,., ,*�, - - , . �,; �,I "L, , ,,, lo I�, I I �� , I I, I ",, .,11 ,- ,"'e 1 I� I ",� -- I ,� ,;,i,-", , ,, � - L . , ,", , , j�"f, , � ", --I' 7,�; I , I�� I � I - I . � ! ,, � , , ,:. ��li - ,;- , . I;" , ,- , I.".� " I '. , ",,A. I ,,, I � �� I , , , , I - , � i, ", I I ," ,� L, c r. � ." � � � , � ,, �'.. .. I � �, , ,�. � ,I", , , ',� .1 , .�" � . f;I -/"' 4� ,,,,,-"-," � ,, � ,I ,�, �'_ L, I I , - ,., , . ,;.-, ,- 11�, '1� ,, , I I - ., ,. I �, ,, " I I , ," r�� I%V I .-4.�, �,, . :-"� � 1 , - - ��,,, . ,. , , . I I I , I ,�, --" ,,,, , - ,, , -) �L - , I I - .�I �� ,I,, ,, - �� .� .,: ,� , "-/ . . / If " �. - i ,.� � � 1'� I" ��, I - - ,, 'i..4, �� .I I I -,7- -,,I , I. �, , I . .� �I , , ,, � . I ,',�- /i� I L', " "�.,,,'j, �� , , , � 11,�,�...I ,�-�:�� " �,, I . , ,,. :, , 11���. , - , , . - -" , I..,� , . � r , - �, , , (I , 1%I. I ,,, ., I I"',, , -I,/ `,,��,I ,1 -',., I� � ,,� - ,�,Il�,, a, ,� ,� ;- ,, � , . I 11 i , �,� , I �� ,� ",' �4� � � I- ,�'��'�; , ;�,:, I ,I4 I � 'I.� � , �, ,r �",,"� I 1, 'C'Il 1, � � --e;-�l,- :-, ,.-- -,,, , -�. , , -1,1,� . "." , - ,� �, _,, , 1, .�"Z v4- , � ,, I , I I ,,�-,-� , - " - . I , -.,�-�, I . I I , � -11 I � . 11 ��, I 1,, -� r, 1� " , _�' " I � , I ., I ,�,�,- � ,, � , , I , , . I I I I , I 11:, I �.f-"--- ,-�, ,, , , - - , , . I-,." L'I - , , I �I I., , , J �I -, I I I., � I . . I �, 1, -, I �, , � L ,-.. :" � ,--�`� ,,, , , , , ��, , : , ,,,I v�� ", �, I , , I , � ,��. -, � , -� -, ,", � ,�, ", , ";��-'L' " �'I - ' ' , I , . -i I i- I I , , , - . " , I I - �, - . , ,,. " -�, - ,� - , � , � I I j,I I; , , ;I� , - I I . _� J ,- ,� � , I ,, �",": J, , ;�.k I , ,� I ,I, . , " , �- � , ,,, , ",-" �," 11, � I ; � ,, .,� I ) , " �; " ,�I;;\ ,,� I ,� - , '14,,,.' I ,� I � A I -':'I,, , I I,":;I-'1� 3::,I" '!I�,5,� `� -1,I, , � 4 � , ; +I �I f �- I. ." I-�,-�;,,,- - ,,,,,,,,� .�,, 11, -1�1'L�, -� � '-,, ,- , ,, , ,1�-'��,�- ,.11,,I- -,-',�', ,- I I ��.11, ,I -�'�',4 11 I, , j I- I , -, : , , I I I � , , I .� I I ., 1. � - - �-I I- . .� � 1, � ," � -)�+ ,,, ,, _,�-_' �, , .,_ ."� , I", I- ,� �I L, �+ ,� -�- � , ," .�, I � 'J,�, :, � , " :,,, , I I- ,I I � I I I I , 11 , I,L�� , i , , I : ,7 1 � I ,I I I ,� �,,- , �,)�.- "�', I -i, i � , , , , I�.� I -,, , I I I �I�. -I' -, , ,� ,/ , I, ,I I . s,� I_I ,�:., �. 7� , I , ,�,,� , , �"I� 'e��:�., �,, ,,`I:�,_' I I -1 I I I,.11,.I � , ,I,, I�. 1, � I . I 11 ,,� - 'i� �:� ,I ,-"I, I3-1�:-I . . , ,` - , 1, I � I I , I ,- �._� ".I .. - - � I, I I I , , .1 �. , I-- I �.,I I . , I� i r I �I-4/ ,, ",,:!,:. I � I I �-I 11�, , � I -1 , , � . I-�� I - .1 � I Z- -I� , � - " I , -��:�;�,' , L � :,�,,�,:, : ,'�-' ,I':� 1:1 I � ,� , I I ,I I I - , � : ,�I � � ,� , , ,1 7 ",-, - , " , ��I I -�,, I, ;-I I, -,I � � .:,t::�- rk-A.1 ,I �-,, . � k,l,, ,, . � , I " - , , I 1: I , , , F � --1 all- 0411- 1 a, ll I 11 � 11 1---�- /,�,� ,,- , , , - - , " � I " , , ,,, " , � � . I � , � , . � . � I - �,� � I. � 1 . 4. � . 1 I - , I , - "" ; ,� � .1 - . , 1: �- �,.� �I, + �,�� '. , - I �- . - I "�,_ - - � I , I � I � . I- - - . 1 - �� - , 1�,- � .. - �, � -,, ,, , I I I � I � � , :� - � �,- - ,I � I ,; . I I `-. '11- . , " I ,�', - I, I � 1- 1��. t . , �, -,, � ---- , � - -,., ; _ - I 1 1. , ""' �, - � - � L I"� . � 1 , . 1 i I 1 . � ,-, ---l- " , , -1 � . I '�� -- . 11 11, - I I - . 11 , , I � 1� I - '. I �: L I - I 11-11 -7-1- . - -- F - � . , � �- , I 1� 11 1 , -1 �IL I 11 .1 . � I 1- 1 - - � - -4 ,�. ",�" , �-: � ���", -:,�-� ,,��; -�', -, -' '), � I �, ,:� -, ,�, I -,-:-:jI, "� " I , 7-- 1: I, ,--, -- - �- " -� � - -.,I �, P "� - �. 1, -�- I I �,I � . - �, �, L, , " , , , I , - .-, I - , - .. I 11 � �� , , '. � 1;1, , - -;, 11 �' . - � I . I -- � � - . - .1-1 I I ""-,, �, 1; .,-,� "�", 1. � , , ":1 1�, / ,�:,-�"11,� ����,�� ,,I , ,. . 1, ". - - � � ' I � �I -� 1 .� .:- I I ,, �", - . �,� - '16� . I 11 - I' ' I I I \� - ", - �- � '. � \ -. -� :,. I , I � � !",� ,, �, � -;�, ..,. I I'll j',_L� ,; : �-�7, " : - � I � - / - I: , . I .; � - , 1". ; I ,,�4 - " � . � . , � : - - � -1 � , "-,,L�� �, I I - , 11 I- 1. 1, I ' ' . _,��,- .�,I I " 11 I' ll � I � 1 , �, - , i :,� - I I - ., , � , ,,, . 11 I �� I � 1 , -,� '; ! '!. - ;E$' I-,,"�. I I IL I - . � � . ,, I , �, I ,I I �i�.;, _�'L � - . "-L"' . � I I 1� I I I I I- ,I I � I �, � I "� I � � , , - �-.m � . - I I I � ., I I r� I I ,, ,, I ��I I .1 I, , � , � � � I ' L I � I 1, I - I 11 I : , , -� , , I )I I , :1 - " I, ,,� "'' .� , i I I ,�, I -11 � �_�', , I I'll . I - -1 � L I I � . , -� ,; ." , ,, � I , , , � I I . � , � ,;,, , I I I I - �, - , , , " -- I '�,,� � ,� I � � , . � . , � , , , + .1, I � 4,� 1 1� :1 -�,:'�,, -�, �- , , .I � - � . 11 " I .I -1 . ,I I I : " I I� "! , , .I I L'," " ,L:, 1: ,,,�-,� I -1 �e- 11 � -I - � - . I - � , � - I I, . , � , , , , ,� I - I -I 11 I I I 1- I I ,�- , -, I 11 I . I ) - , ,�;-' , . , I . - I � I , , I , 4',"I " - - - I .1 �"I � � ��- I � I ;,� I - - %, . � I . � � ,. - - - -11" ------------�� . . - 1 I 1. I I � I . , ,�,� - -,", .11 -11 1� - � I ,� I I I I - ZI - I � .� - I , , A - I I I I - � , � I ,�- .; "', "� , � L �� , ,� %- I � 41 '�, "'i -1 ", - ��,-,- - ,,,,,� I ,e � , I I I I , � I I �- -11 I I - I , I ,- 1� ,�-, I , , :, �� . ,-,!"� ,,-,,, . '! , �� --,�v"" I. I , -�,�, -I ,- �-,, � ., , �, I I -- . - I I- I -- -- 1 ,��%� --'Y,,-, - ��, .1 ---- - --w TOWS! OF EARNSTPRE 0=t(� 201 s c�;Inl t 8 PM t: 38 � � # BRowN 'ONDQUIST FIENU- CIO & RAIDER A.RCM. T GT&> iN C:, Cape Cod Five Hyannis Banking Center 1520 lyannough Road, Barnstable, MA FIELD REPORT# 16 Date: 6/1/2019 thru 8/31/2019 Months of June,July and August 2019 Weather: Weather&Temp.Varied Work Occurring in this Period: Lots of work has occurred in the last three months, however many of the tasks have had long durations so I have grouped that last three months together in one report. See list below. Presented: Kurt E. Raber(BLFR) Distribution: Via email to the following CC: E. Bowers, Bldg, Insp. B. Florence, Building Comm. D. Marcotte, DB I JKS C. Raber, CC5 G. Inman, DB JKS Route132 Group, CC5 C. Kimball DB JKS T. Carson, BLFR OBSERVATIONS: 16.01 Finishes have started on the Basement(1"Floor Level) including painting of GWB wall, floor the in locker rooms, epoxy resin floor in kitchen spaces,and resilient rubber floor in gym space. 16.02 The raised floor system in the I.T. Department office suite has been installed. 16.03 The raised roof slabs for HVAC are installed, roofed, and ready for RTU installation. 16.04 Wall framing of interior partitions is nearly complete at 2"d and Nd floors. 16.05 The acoustic ceiling cuts are being coordinated with trades,such as sprinklers and HVAC diffusers. 1,6.06 The.IT vendor is on-site pulling tel/data and communication wire throughout the building. Most of this wire terminates in the basement level server room pictured below. 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 VAdW.CAPEARCHITECTS.COM -ter . .•f,,..d �..; .S .la" h, ,.,, + r 16.07 The AVB membrane(Blue Air&Water Barrier) is complete on the exterior. Exterior Mineral Wool thermal insulation s being installed on the building 16.08 The first of two courtyard garden walls was built. The exterior surface texture was irregular and will be covered with metal wall panels. 16.09 The top of the building is taking shape as the high cornice roof lines are framed and sheathed with plywood and membrane roofing. 16.10 The pump station structures are set along with numerous power conduits for electrical service and emergency power generator. Generator was set at Pump Station. 16.11 Roof top HVAC equipment is fed with piping and conduits via pitch pockets. Meanwhile all roof top ducts are suspended on galvanized stands on resilient pads. Numerous RTU have arrived and are being installed. Duct work from RTU's to thru-roof penetrations were erected: 16.12 The building skin is progressing quickly including Oko Plank and Taktl wall panels. The panels are all being installed over black mesh"scrim"to hide cavity components. 16.13 Millwork is starting at bath and locker room vanity tops. Toilet partitions in locker. rooms were also installed. 16.14 The pool vendor has mobilized to begin construction of the four part shot-crete fountain. All four basins have been placed. 16.15 On the exterior the aluminum cornice panels(ACM) began to arrive and installation began. 16.16 On the interior, carpenters have begun hanging doors and frames. Installation of finish flooring such as tile and carpet tiles also started. Flooring was generally protected with plastic or"Ramboard" 16.17 ECA, the solar vendor/installer retained directly by the owner installed a network of aluminum rails to support the solar panels. They also delivered seven(7)power inverters and installed those on rook top.Along with required system disconnect switches. 16.18 The banks furniture vendor began to deliver and install demountable office partition wall systems in glass and fabric acoustic panels. 16.19 Gas piping from meter to large building generators was installed by plumber. 16.20 Rooftop walkway pads were installed. 16.21 Granite wall veneer stone has been installed on the dining terrace and accessible ramp walls. Granite paving stones were set at dining terrace and front entry. 203 WILLOW STREET SUITE A 938 COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 WWW.CAPEARCHITECTS.COM Concrete pavers were also installation began at the dining terrace. 16.22 The parking garage structure was improved with leveling of lower lever drains in preparation for final paving. The GC also finished grading of driveways to the lower level and set conduits and forms for curbs at entry gates. ATTACHMENTS: • Arup Engineers Site Observation Report#4 dated 06.07,2019-(17 pages) • Arup Engineers Site Observation Report#4 dated 07.17.2019- (16 pages) The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, G\S�ERED ARq/, it MAW �No. 10563p BM STABLE �w Kurt E. Raber �`�qt p V.P/Partner 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 W WW.CAPEARCHITECTS,COM ARSitej T � Visit Report U Page 1 of 17 Job title: Cape Cod Bank Headquarters Arup Job number 245397-00 Visit made by: Patrick Pease—Arup Report Number: Arup Site Visit#04 Arch Job Number Isabel Pires—Arup Ysabel Espinal—Arup xxx Copy to: Kurt Raber,BUR Present at Site: Dellbrook JKS Date of visit: June 3,2019 Purpose of General Observations _ issue Date: visit: _. June 7,2019 Weather/Site Sunny, 70T Conditions: Part 1—Observations 3 These comments and observations are based on a site visit to become generally familiar with the progress and the quality of the Work completed by the Contractor. The comments and observations are not intended to be an exhaustive check or detailed inspection of the contractor's Work and may not represent all activities and/or non-conformances. The Architect/Engineer (A/E)is not responsible for supervising nor having direct control over the contractor's Work. In addition,the A/E is not responsible for any construction means,methods,sequences or procedures selected neither by the contractor nor the contractor's safety precautions or programs in connection with the Work These rights and responsibilities are solely the responsibility of the contractor in accordance with the Contract Documents. \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397.00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 2 of 17 Item Comments/Observations Image Actions Required(if applicable) Action by Overview Note of Arup Site Visit 1: At the time of the visit,the contractor had not yet submitted shop or coordination drawings for design team review/comment/approval. As such,it is not possible for Arup to confirm that services are being installed in a coordinated manner that will achieve the required ceiling heights. The fact that installation is proceeding in advance of the submittal of shop/coordination drawings has been raised as a concem by Arup at numerous previous OAC meetings. as r 'w P f" :e VRF-I B-4-13 and VRF-I B-4-9 have been YOrk/JCl to observe and comment on unit painted white similar to other exposed elements performance and warranty implications in current M-04-001 within these rooms.VRF-I units shall not be ' ',;.� t , 5 condition. GC . painted per manufacturer recommendations. Do not paint any other VRF-I units. � 1. B" �a ,fir ` �l �' r. � �•, RG-3 diffusers in W Locker 020 and M Locker Hard connections are required for all RG-3 diffusers in M-04-002 021 are connected with flexible ductwork. A' locker rooms,refer to comments on coordination GC drawings. 4x 0 \\GLOBAL.ARUP.COM\AMERICASUOBS%BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATIONU-03 FIELD REPORTS\7-03.01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 3 of 17 M-02-002 remains open.Refrigerant pipework ` I r( Clean up installation.Services should not intertwine M-04-003 still appears to rest on the DHW unit here.In .,e , A l with other services needlessly.Reroute refrigerant GC addition,the Refrigerant pipework runs between y, - � pipe connections for the DHW unit: ' Y pipework clear of plumbing equipment and pipework. � e b Air curtains in Cafetaria 165 are installed M-04-004 ' �' Observation only. �;{ including vibration isolation. , t ? t ijo a \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CCS ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 4 of 17 R � { �41 � k ]f ;R Supply ductwork within Interview 105 is visibly M-04-005 i Repair all damaged insulation prior to completion. GC damaged. .e .17 Sry y.; i A OA riser within We Focus 255 has an extra/ t Remove fitting and install riser in straight within riser. M-04-006 unneeded,fitting introducing additional pressure *"' Ducts should be evenly separately entire way to allow GC drop to system. �a for insulation to be installed. �wx 'nJtk � . \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS\?-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 5 of 17 y of s ij Ductwork to be installed as straight as possible.In this M-04 location taps can be shortened to allow a straight007 Ductwork from VRF-I 2-4-3 installed unevenly. transition from the VRF-I unit.Refer to coordination GC ` drawing comments for design intent. VRF-I 24-7 to be installed in corridor per design VRF-I 2-1-7 is incorrectly installed in Large drawings;to meet noise criteria of space.Transitions M-04-008 Connect 211.A transition is used for changed in GC elevation. 1 _t are not to be used for changes in elevation.Install VRF-I and ductwork as straight a&possible. \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\24000OV45397-00\7 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 6 of 17 A @-: VRF-I 2-1-4 is installed in open office area, a �� however is required to be within the gender- 'S u�` $1 Move VRF-I into required location,avoid large ICI-04-009 neutral restroom lobby.Ductwork from VRF-I 1 elevation change by located VRF-I closer to elevation GC should not require the large elevation transition :,. � a or;P} of ductwork. 0 used. fit" w, IN µ > Propose rerouting branch to VAV 1-4-3 to open space. VRF-I 1-5-4& 1-5-3 are blocked by branch :,_. VRF-I flexible duct connections shall not be used to M-04-010 ductwork.Flexible duct connection is used to GC change elevation.Location VRF-I level with;ductwork change elevation of VRF-I 1-5-3. ° , entry into conference room A. NGLOBAL.ARUP.COMWMERICASUOBS\BOS12400001245397-0017 CONSTRUCTION ADMINISTRATIONV-03 FIELD REPORTSV-03.01 ARUPICC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 7 of 17 ERU 2-5 are support by curbs,however the '� °� r a Provide temporary supports to ERU until the secondary supports are not installed.The ERU are permanent supports are installed.Strongly recommend M-04-011 GC cantilevered with a portion unsupported.These the manufacture visit site to certify units are not units are noticeably racked. k u, damaged. k kx 4�^ i ' s M-04-012 KEF 1&2 are on site.Roof curbs are installed and $' Observation only. covered s � tl Diffuser installation and connection with flexible Ensure flexible ductwork is supported to be free of M-04-013 duct has begun i sags and excessive bends. GC \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\]-03 FIELD REPORTS\7-03-01 ARUP\CCS ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 8 of 17 P-04-001 Piping throughout the basement missing labels. k Observation only. N/A Understood as work in progress. N;" q a� .. ��,�3 a a, q � • � c r Drain FD-3 at basement kitchen missing funnel t a ri + Certify funnel receptor will be installed at all FD-3 per P-04-002 " contract documents.Typical for all locations GC receptor to receive condensate. ' throughout the building. 74, \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03.01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report - - Page 9 of 17 r Area drain located at the bottom of external stay g provide protection to all area drains to prevent debris P-04-003 is unprotected during construction,allowing `� A' p g g o to enter the ework. GC debris to enter in the system. �` wx rf.,�. ��� � m� � p1p R y g yy� 1.! _F'P �T ,�4 ? � ��'c\"' fey'• . frt�Ri` p -4 y f 7 Water heater EWH-5 installed does not seem to Confirm water heaters installed per current contract P-04-004 attend current drawings requirements of load. . documents.Refer to RFI 318 dated from 02.25.2019. GC is v a .gyp' . \\GLOBAL.ARUP.COMIAMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 10 of 17 $ . Sprinkler head at walk-in cooler room not r 9 fi` :�°r a Tie-up sprinklers hoses to be out of the way and F-04-001 t� GC properly supported before final installation. `. + `e protect all sprinkler heads against damage. LLL \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\2400001245397-0017 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS\7-03.01 ARUP\CC5_ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 11 of 17 'i Sprinkler heads at basement Women's locker Rmg F-04-002 020 not installed near to the edge of the shower Observation only. N/A stall as shown on construction documents. ` I y F" \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397.00\7 CONSTRUCTION ADMINISTRATION\7.03 FIELD REPORTS\7-03-01 ARUPICCS ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 12 of 17 a + I F-04-003 Progress has been made on sprinkler system at Observation only. N/A level 02. 1• a f t E-04-001 All three main generators have been installed. * Observation only. N/A a k \\GLOBAL.ARUP.COM\AMERICASUOBSIBOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTSV-03.01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 13 of 17 I. The contractor shall confirm with the a manufacturer whether the fire alarm devices that are painted can still be used.If not,the contractor shall replace each device at no Throughout the building there are several additional cost to the owner. instances were some fire alarm devices are ? `��t " : 2. For devices that are covered in dust,the E-04-002f GC uncovered and covered in construction debris �, t S � � contractor shall coordinate cleaning (dust and in some instances paint). �`•' � instructions with the manufacturer prior to testing/starting the system. 3. All fire alarm devices shall be covered/protecting throughout the duration of construction. E-04-003 In the basement server room,there is a light ,- Contractor shall coordinate all lighting coordination GC fixture that is located behind a duct. issues with Engineer and architect. �y A \\GLOBAL.ARUP.COMVAMERICASUOBS\BOS\240000\245387-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7.03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 14 of 17 Progress has been made on installing lighting M� ~ *" E-04-004 fixtures throughout the building. ot ' Observation only. N/A P 17 yp \\GLOBAL.ARUP.COM\AMERICASUOBS\130S\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS17-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 15 of 17 Part 2-Corrective Actions Required Item Date of Corrective Action Required Date Closed by Number Site Visit Consultant M-01-004 09/01/2019 Provide coordination drawings for review/comment prior to installation of equipment.Transfer duct will be moved. 04/08/2019 M-01-005 09/01/2019 Install refrigerant pipe per requirements of 232300.3.3.All changes in direction to be done via fittings 232300.3.3.0.Provide valves and specialty 06/03/2019 products as called for in 232300.3.2. M-01-006 09/01/2019 Provide coordination drawings for review/comment prior to installation of ductwork.Volume damper shall be installed. 06/03/2019 P-01-002 09/01/2019 Provide trap primer connection to maintain seal at trap in all locations as indicated in contract documents. P-01-005 09/01/2019 Provide protection to all floor drains to prevent debris to enter the pipework. P-01-006 09/01/2019 Review waterproof membrane installation at roof drain and sealant to fix leakage before start insulating the pipes. 14/02/2019 F-01-001 09/01/2019 Provide auxiliary drain per NFPA 13 where a change in piping direction prevents drainage of system piping through the main drain valve. 08/04/2019 P-02-001 14/02/2.019 Confirm trap primer will be accessible for maintenance in the lockers at basement level. 06/03/2019 P-02-002 14/02/2019 Provide piping insulation as indicated on contract documents—specification 220719-PLUMBING PIPING INSULATION. 06/03/2019 F-02-001 14/02/2019 Provide sprinkler coverage to the main electrical switch room as required on NFPA 13. F-02-002 14/02/2019 Confirm dry sprinklers are being provided on external areas subject to freezing. 06/03/2019 F-02-002 14/02/2019 Provide sprinkler guard on heads subject to mechanical damage,as indicated on the drawings—refer to contract documents. M-02-001 14/02/2019 Install isolation valves on 410a refrigerant system(238129.2.3.D) 06/03/2019 M-02-002 14/02/2019 Hang refrigerant pipework clear of other equipment.Ensure proper access is maintained between refrigerant pipework and other equipment. M-02-007 14/02/2019 All ductwork exposed to view in cafeteria to be internally lined.Provide coordination drawings showing lined ductwork locations.Ductwork to be 04/08/2019 lined in this area. M-02-008 14/02/2019 Ductwork above SM conference 155 to be lined.Provide coordination drawings showing all lined ductwork locations. 06/03/2019 Install pipework free of sags(238129.3.5.G&232300.3.3.G). M-02-009 14/02/2019 Install fittings for changes in directions and branch connections(238129.3.5.H&232300.3.3.H) 06/03/2019 Replace any pipework installed not meeting specifications(232300.3.6) M-02-010 14/02/2019 Install pipework free of sags. Provide required clearance to all VRF-I including filter removal. E-02-001 14/02.2019 Contractor shall ensure that panelboards are cleaned of construction debris prior to installing internal components and energizing. 06/03/2019 E-02-003 14/02.2019 Per specification section 260544,Contractor shall ensure that all cores for electrical raceways are sealed. 06/03/2019 E-02-004 14/02.2019 Contractor shall ensure that all conduits are covered and kept free of construction debris 06/03/2019 \\GLOBAL.ARUP.C.OM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUPICC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 16 of 17 Item Date of Corrective Action Required Date Closed by Number Site Visit Consultant E-02-005 14/02.2019 Per NEC,emergency wiring shall be kept independent from all other power sources.Contractor shalt provide dedicated junction boxes and raceways 06/03/2019 for all emergency power wiring.Re-route and provide additional boxes as necessary. M-03-002 04/08/2019 Install transfer duct as shown on mechanical drawing M4-00 Insulate refrigerate pipework continuously.Seal walls around insulation. M-03-003 04/08/2019 06/03/2019 Insulate condensate pipework fully. M-03-005 04/08/2019 Provide DS-01 as shown on M4-02 and scheduled on MO-02. M-03-007 04/08/2019 Adjust VRF-I location to avoid direct contact with OA ductwork,including insulation. 06/03/2019 M-03-008 04/08/2019 Do not use flexible duct for changes in elevation or direction.Adjust VRF-I and associated ductwork to maintain straight airflow into adjacent space. M-03-011 04/08/2019 Incorrect location of transfer duct.Move transfer duct to location shown on M4-01 M-03-014 04/08/2019 Install motorized damper per M4-01.Show on coordination drawings. P-03-001 04/08/2019 Certify to finish insulation,pipe and valve tags before ceiling installation.Some rooms already have ceiling grid installed and tasks are not concluded. P-03-003 04/08/2019 Provide support to vertical pipe at Rm Receiving 004. F-03-001 04/08/2019 Provide sprinkler protection at ceiling level on Rm Receiving 004 per NFPA 13. 06/03/2019 F-03-003 04/08/2019 Tie-up sprinklers hoses to be out of the way and protect all sprinkler heads against damage. 06/03/2019 E-03-002 04/08/2019 Contractor shall ensure panelboard interiors are cleaned and kept free of construction debris before and during installing circuit breakers and pulling 06/03/2019 wires. E-03-003 04/08/2019 Per specification section 283111-3.4.13,all exposed conduits designated for fire alarm shall be painted red enamel. 06/03/2019 1. The contractor shall confirm with the manufacturer whether the fire alarm devices that are painted can still be used.If not,the contractor shall replace each device at no additional cost to the owner. E-04-002 06/03/2019 2. For devices that are covered in dust,the contractor shall coordinate cleaning instructions with the manufacturer prior to testing/starting the system. 3. All fire alarm devices shall be covered/protecting throughout the duration of construction. E-04-003 06/03/2019 Contractor shall coordinate all lighting coordination issues with Engineer and architect. P-04-002 06/03/2019 Certify funnel receptor will be installed at all FD-3 per contract documents.Typical for all locations throughout the building. P-04-003 06/03/2019 Provide protection to all area drains to prevent debris to enter the pipework. P-04-004 06/03/2019 Confirm water heaters installed per current contract documents.Refer to RFI 318 dated from 02.25.2019 F-04-001 06/03/2019 Tie-up sprinklers hoses to be out of the way and protect all sprinkler heads against damage. M-04-001 06/03/2019 York/JCI to observe and comment on unit performance and warranty implications in current condition.Do not paint any other VRF-I units. M-04-002 06/03/2019 Hard connections are required for all RG-3 diffusers in locker rooms,refer to comments on coordination drawings. \\GLOBALARUP.COM%AMERICASUOBS\30S\24000DQ45397-00\7 CONSTRUCTION ADMINISTRATION?-03 FIELD REPORTS\?-03-01 ARUMCC5 ARUP SITE VISIT 04 REPORT.DOCX Site Visit Report Page 17 of 17 Item Date of Corrective Action Required Date Closed by Number Site Visit Consultant M-04-003 06/03/2019 Clean up installation.Services should not intertwine with other services needlessly.Reroute refrigerant pipework clear of plumbing equipment and pipework M-04-006 06/03/2019 Remove fitting and install riser in straight within riser.Ducts should be evenly separately entire way to allow for insulation to be installed. M-04-008 06/03/2019 VRF-I 2-1-7 to be installed in corridor per design drawings to meet noise criteria of space.Transitions are not to be used for changes in elevation. Install VRF-I and ductwork as straight as possible. M-04-009 06/03/2019 Move VRF-I into required location,avoid large elevation change by located VRF-I closer to elevation of ductwork. M-04-010 06/03/2019 Propose rerouting branch to VAV 1-4-3 to open space.VRF-I flexible duct connections shall not be used to change elevation.Location VRF-I level with ductwork entry into conference room M-04-011 06/03/2019 Provide temporary supports to ERU until the permanent supports are installed.Strongly recommend the manufacture visit site to certify units are not damaged. \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 04 REPORT.DOCX Visit Report Site Page 1 of 16 Job title: Cape Cod Bank Headquarters Arup Job number 245397-00 Visit made by: Patrick Pease—Amp Report Number: Amp Site Visit#05 Arch Job Number Isabel Pires—Arup XXX Ysabel Espinal—Arup Copy to: Kurt Raber,B LFR Present at Site: Dellbrook JKS Date of visit: July 17,2019 Purpose of General Observations Issue Date: visit: July 30,2019 Weather/Site Sunny, 85°F Conditions: Part 1—Observations These comments and observations are based on a site visit to become generally familiar with the progress and the quality of the Work completed by the Contractor. The comments and observations are not intended to be an exhaustive check or detailed inspection of the contractor's Work and may not represent all activities and/or non-conformances. The ArchitecVEngincer (A/E)is not responsible for supervising not having direct control over the contractor's Work. In addition,the A/E is not responsible for any construction means,methods,sequences or procedures selected neither by the contractor nor the contractor's safety precautions or programs in connection with the Work. These rights and responsibilities are solely the responsibility of the contractor in accordance with the Contract Documents. \\GLOBALARUP.COM\AMERICAS\JOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATIONIV-03 FIELD REPORTS\7-03-01 ARUP\CC5-ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 2 of 16 Item Comments/Observations Image Actions Required(if applicable) Action by Overview Note of Arup Site Visit 1: At the time of the visit,the contractor had not yet submitted shop or coordination drawings for design team review/comment/approval. As such,it is not possible for Arup to confirm that services are being installed in a coordinated manner that will achieve the required ceiling heights. The fact that installation is proceeding in advance of the submittal of shop/coordination drawings has been raised as a concern by Arup at numerous previous OAC meetings. �T rr y ' Flex duct is used for two changes in direction and fi Install flexible duct indirect lines,without sags,twists M-05-001 is unsupported and sagging.(GN.Lav 12113) or turns(233346.3.LG).Typical for all flexible GC ductwork. rt& a* 3lgs° & as M-05-002 Condensate pipe runs directly over top(almost ,. Relocate electrical box or condensate pipe to avoid this GC touching)electrical box. ,: r. ' contact. � 34 \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CCS_ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 3 of 16 �ny to Yi; } fi 'N s. SL-2 connected to CAV-1-3-1 in RCL Open M-05-003 Office 136 is installed backwards introducing ' $ Flip connection side of diffusers to resolve the twists GC significant twists and turns in the flexible duct `v4 and turns of the flexible duct. connection. a ,I MEP services in the cafeteria 165 have been Submit letter from VRF manufacturer confirming this M-OS-004 painted is acceptable for record. \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\?-03.01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 4 of 16 SL-1 connected to CAV-13-1-2 is installed with {y Remove excess metal ductwork to allow minimal turns ';_.,,,:,p M-05-005 too much metal duct resulting in twists and bends in the flexible connection. GC of the flexible connection. e 84 a, i e a j/11K�XN�{ k(p�ap �l .a1 r y " Provide VRF controllers with integral occupancy is tl i M-05-006 VRF controllers are installed without occupancy sensor per note 3 of VRF INDOOR FAN COIL UNIT GC sensors,typical for all observed. ,a a� SCHEDULE on MO-03. \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397.00\7 CONSTRUCTION ADMINISTRATIONW-03 FIELD REPORTS\7-03-01 ARUP\CCS ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 5 of 16 d cm � A� .fi R R'hR` tl k Pipe and duct stands are on site,installation . starting on roof. M-05-007 �` Observation only. GC EA&OA ductwork from ERV installation has � started.Ends of ductwork is protected. a',•�, � � � ,�� ';�. •.. 77� \\GLOBAL.ARUP.C6MWMERICASUOBS\30S1240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CCS ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 6 of 16 I. s q Provide shut-off valves to all plumbing fixtures per Shut-off valves missing on CW&HW feeds to P-04-001 n e j Construction Documents(refer to specification 221116 Rm 281 Bath. item 3.7.D.3). P a. F-05-001 New closet at South Entrance Rm 131 does not have sprinkler coverage. Provide sprinklers at all closets per NFPA 13. GC ONw `.. F Sprinklers at Public Lobby Rm 101 seems to be Review sprinkler location at Public Lobby Rm 101 GC F-OS-002 far from the walls. { ,,; according to NFPA 13 requirements. ry d. a �y \\GLOBAL.ARUP.C.OMVAMERICASUOBS\BOS\2400001245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03.01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 7 of 16 ! try r 11 °+� t' E` Relocate sprinkler at IT Room A 145 to attend NFPA Sprinkler at IT Room A 145 seems to be " � s$ 13 requirements for obstructions refer to item 8.6.5- GC F-05-003 obstructed by the beam. NFPA 13-2013). 47 -- 4 IM . Ps F-05-004 Focus Rm 144 does not have sprinkler coverage. ; k ' Provide sprinkler coverage at Focus Rm 144 perNFPA 13. GC \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245307-00\7 CONSTRUCTION ADMINISTRATIOW-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 8 of 16 � e F-OS-005 Sprinkler missing protective cap at top of Stair o Provide temporary protection to all sprinklers during #2. construction to avoid damage to the heads. GC d d o Ali i. k. Sprinkler at Rm 025 Electrical Main Switchroom Confirm sprinkler at Rm 025 Electrical Main F-05-006 seems to be obstructed by the beam. Switchroom complies with NFPA 13 requirements for GC obstructions(refer to item 8.6.5-NFPA 13-2013). yr c r 4! •'IC"i 0 'a \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\2400001245397.0017 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTSI7-03.01 ARUP\CCS ARUP SITE VISIT 05 REPORT.DOCX $|,eVisit Report Page g@2 Sprinkler not+«,!d Bah center«th t! �laA.sprinkler _t 3t� e el pose mA�a_�.mRmmlcme.am@ ©» - \. \©/� G ak q mdwB941 / \ Coffee;#Mmb, \ \ ,.. , .\ � cku��hpp�si b_�n \x�t. ��\�» »©»%¥� » Doam! \ / \&® . / \ /\ \ . Observation o y qw meld m,� « < .¥ ^ \ \\ \ \~ ¥) � ^�«� � � »© , : a k\GLOBAL.ARUP.COM\AMERICAS\JOBSMOS\240000\245397-00\7CONSTRUCTION ADMINISTRATION &e__ _,muPkCC5-__mE_ToREPo:» Site Visit Report Page 10 of 16 It appears that the disks above the lighting Recommend relocating all instances—lighting fixtures E-05-002 fixtures are interfering with the mounting of the shall be installed such that the discs are located within GC HVAC diffuser,which could cause issues for ew; future access. a ceiling. r_. r It appears that most disconnects,and other b y All electrical equipment defined in specification E-OS-003 electrical equipment have not been labelled. _ a q section 260553-3.3.S.3,shall be labelled. GC k r � ; � jail N• � � - o• � gy i \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\7-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 11 of 16 I a I 55, a a P10_. E-05-004 In the receiving room,003,there is still temp n �: Contractor shall remove all temp power once final GC power installed. power provisions are installed. 47 "! � •..J � da 'W 4� .3 fib, z� Contractor shall ensure that grounding conductors E-05-005 Main building grounding conductor has been were installed in accordance to details 3 and 4 on E8- GC installed. 01. f! \\GLOBAL.ARUP.COM\AMERICASVOBS\BOS%240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\?-03.01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 12 of 16 � k Medium Connect 212: '_ Light fixture was installed below the window Contractor shall confirm that lighting fixture is E-05-006 head height.Per construction drawing E4-02, installed at ceiling level and that the edge of the fixture GC lighting fixture is to be installed flush to the ; , sits flush with the ceiling. ceiling. r .ti g � y4'a z Emergency Switch Room 032: 0 a Lighting fixture shall be relocated so that it sits in front E-05-007 Lighting fixture was installed above ATS. T '�' ^� of the ATS,not overhead. GC �# Aft x� 'o \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\]-03 FIELD REPORTS\7.03-01 ARUP\CCS ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 13 of 16 Part 2-Corrective Actions Required Item Date of Corrective Action Required Date Closed by Number Site Visit Consultant M-01-004 09/01/2019 Provide coordination drawings for review/comment prior to installation of equipment.Transfer duct will be moved. 04/08/2019 M-01-005 09/01/2019 Install refrigerant pipe per requirements of 232300.3.3.All changes in direction to be done via fittings 232300.3.3.0.Provide valves and specialty 06/03/2019 products as called for in 232300.3.2. M-01-006 09/01/2019 Provide coordination drawings for review/comment prior to installation of ductwork.Volume damper shall be installed. 06/03/2019 P-01-002 09/01/2019 Provide trap primer connection to maintain seal at trap in all locations as indicated in contract documents. P-01-005 09/01/2019 Provide protection to all floor drains to prevent debris to enter the pipework. 07/17/2019 P-01-006 09/01/2019 Review waterproof membrane installation at roof drain and sealant to fir leakage before start insulating the pipes. 14/02/2019 F-01-001 09/01/2019 Provide auxiliary drain per NFPA 13 where a change in piping direction prevents drainage of system piping through the main drain valve. 08/04/2019 P-02-001 14/02/2019 Confirm trap primer will be accessible for maintenance in the lockers at basement level. 06/03/2019 P-02-002 14/02/2019 Provide piping insulation as indicated on contract documents—specification 220719-PLUMBING PIPING INSULATION. 06/03/2019 F-02-001 14/02/2019 Provide sprinkler coverage to the main electrical switch room as required on NFPA 13. F-02-002 14/02/2019 Confirm dry sprinklers are being provided on external areas subject to freezing. 06/03/2019 F-02-002 14/02/2019 Provide sprinkler guard on heads subject to mechanical damage,as indicated on the drawings—refer to contract documents. M-02-001 14/02/2019 Install isolation valves on 41 Oa refrigerant system(238129.2.3.D) 06/03/2019 M-02-002 14/02/2019 Hang refrigerant pipework clear of other equipment.Ensure proper access is maintained between refrigerant pipework and other equipment. M-02-007 14/02/2019 All ductwork exposed to view in cafeteria to be internally lined.Provide coordination drawings showing lined ductwork locations.Ductwork to be 04/08/2019 lined in this area. M-02-008 14/02/2019 Ductwork above SM conference 155 to be lined.Provide coordination drawings showing all lined ductwork locations. 06/03/2019 Install pipework free of sags(238129.3.5.G&2323003.3.G). M-02-009 14/02/2019 Install fittings for changes in directions and branch connections(238129.3.5.H&232300.3.3.H) 06/03/2019 Replace any pipework installed not meeting specifications(232300.3.6) M-02-010 14/02/2019 Install pipework free of sags. Provide required clearance to all VRF-I including filter removal. E-02-001 14/02.2019 Contractor shall ensure that panelboards are cleaned of construction debris prior to installing internal components and energizing. 06/03/2019 E-02-003 14/02.2019 1Per specification section 260544,Contractor shall ensure that all cores for electrical raceways are sealed. 06/03/2019 E-02-004 14/02.2019 Contractor shall ensure that all conduits are covered and kept free of construction debris 06/03/2019 \\GLOBAL.ARUP.COMV\MERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION17-03 FIELD REPORTS\7-03-01 ARUP\CC5 ARUP SITE VISIT 05 REPORT.00CX - Site Visit Report Page 14 of 16 Item Date of Corrective Action Required Date Closed by Number Site Visit Consultant E-02-005 14/02.2019 Per NEC,emergency wiring shall be kept independent from all other power sources.Contractor shall provide dedicated junction boxes and raceways 06/03/2019 for all emergency power wiring.Re-route and provide additional boxes as necessary. M-03-002 04/08/2019 Install transfer duct as shown on mechanical drawing M4-00 Insulate refrigerate pipework continuously.Seal walls around insulation. M-03-003 04/O8/2019 06/03/2019 Insulate condensate pipework fully. M-03-005 04/08/2019 Provide DS-01 as shown on M4-02 and scheduled on MO-02. M-03-007 04/08/2019 Adjust VRF-I location to avoid direct contact with CIA ductwork,including insulation. 06/03/2019 M-03-008 04/08/2019 Do not use flexible duct for changes in elevation or direction.Adjust VRF-I and associated ductwork to maintain straight airflow into adjacent space. M-03-011 04/08/2019 Incorrect location of transfer duct.Move transfer duct to location shown on M4-01 M-03-014 04/08/2019 Install motorized damper per M4-01.Show on coordination drawings. P-03-001 04/08/2019 Certify to finish insulation,pipe and valve tags before ceiling installation.Some rooms already have ceiling grid installed and tasks are not concluded. P-03-003 04/08/2019 Provide support to vertical pipe at Rm Receiving 004. F-03-001 04/08/2019 Provide sprinkler protection at ceiling level on Rm Receiving 004 per NFPA 13. 06/03/2019 F-03-003 04/08/2019 Tie-up sprinklers hoses to be out of the way and protect all sprinkler heads against damage. 06/03/2019 E-03-002 04/08/2019 Contractor shall ensure panelboard interiors are cleaned and kept free of construction debris before and during installing circuit breakers and pulling 06/03/2019 wires. E-03-003 04/08/2019 Per specification section 283111-3.4.B,all exposed conduits designated for fire alarm shall be painted red enamel. 06/03/2019 1. . The contractor shall confirm with the manufacturer whether the fire alarm devices that are painted can still be used.If not,the contractor shall replace each device at no additional cost to the owner. E-04-002 06/03/2019 2. For devices that are covered in dust,the contractor shall coordinate cleaning instructions with the manufacturer prior to testing/starting the system. 3. All fire alarm devices shall be covered/protecting throughout the duration of construction. E-04-003 06/03/2019 Contractor shall coordinate all lighting coordination issues with Engineer and architect. P-04-002 06/03/2019 Certify funnel receptor will be installed at all FD-3 per contract documents.Typical for all locations throughout the building. P-04-003 06/03/2019 Provide protection to all area drains to prevent debris to enter the pipework. P-04-004 06/03/2019 Confirm water heaters installed per current contract documents.Refer to RFI 318 dated from 02.25.2019 07/17/2019 F-04-001 06/03/2019 Tie-up sprinklers hoses to be out of the way and protect all sprinkler heads against damage. 07/17/2019 M-04-001 06/03/2019 York/JCI to observe and comment on unit performance and warranty implications in current condition.Do not paint any other VRF-I units. M-04-002 06/03/2019 Hard connections are required for all RG-3 diffusers in locker rooms,refer to comments on coordination drawings. \\GLOBAL.ARUP.COMVAMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUP\CC5_ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 15 of 16 Item Date of Date Closed by Number Site Visit Corrective Action Required Consultant M-04-003 06/03/2019 Clean up installation.Services should not intertwine with other services needlessly.Reroute refrigerant pipework clear of plumbing equipment and pipework M-04-006 06/03/2019 Remove fitting and install riser in straight within riser.Ducts should be evenly separately entire way to allow for insulation to be installed. 07/17/2019 M-04-008 06/03/2019 VRF-I 2-1-7 to be installed in corridor per design drawings to meet noise criteria of space.Transitions are not to be used for changes in elevation. Install VRF-I and ductwork as straight as possible. M-04-009 06/03/2019 Move VRF-I into required location,avoid large elevation change by located VRF-I closer to elevation of ductwork. M-04-010 06/03/2019 Propose rerouting branch to VAV 14-3 to open space.VRF-I flexible duct connections shall not be used to change elevation.Location VRF-I level with ductwork entry into conference room M-04-011 06/03/2019 Provide temporary supports to ERU until the permanent supports are installed.Strongly recommend the manufacture visit site to certify units are not 07/17/2019 damaged. M-05-001 07/17/2019 Install flexible duct in direct lines,without sags,twists or turns(233346.3.1.G).Typical for all flexible ductwork. M-05-002 07/17/2019 Relocate electrical box or condensate pipe to avoid this contact. M-05-003 07/17/2019 Flip connection side of diffusers to resolve the twists and turns of the flexible duct. M-05-005 07/17/2019 Remove excess metal ductwork to allow minimal turns in the flexible connection. M-05-006 07/17/2019 Provide VRF controllers with integral occupancy sensor per note 3 of VRF INDOOR FAN COIL UNIT SCHEDULE on MO-03. E-05-002 07/17/2019 Recommend relocating all instances—lighting fixtures shall be installed such that the discs are located within a ceiling. E-05-003 07/17/2019 All electrical!equipment defined in specification section 260553-3.3.S.3,shall be labelled. E-05-004 07/17/2019 Contractor shall remove all temp power once final power provisions are installed. E-05-005 07/17/2019 Contractor shall ensure that grounding conductors were installed in accordance to details 3 and 4 on E8-0I. E05-006 07/17/2019 Contractor shall confirm that lighting fixture is installed at ceiling level and that the edge of the fixture sits flush with the ceiling. E05-007 07/17/2019 Lighting fixture shall be relocated so that it sits in front of the ATS,not overhead. P-05-001 07/17/2019 Provide shut=offvalves to all plumbing fixtures per Construction Documents(refer to specification 221116 item 3.7.D.3). F-05-001 07/17/2019 Provide sprinklers at all closets per NFPA 13. F-057002 07/17/2019 Review sprinkler location at Public Lobby Rm 101 according to NFPA 13 requirements. F-05-003 07/17/2019 Relocate sprinkler at IT Room A 145 to attend NFPA 13 requirements for obstructions(refer to item 8.6.5-NFPA 13-2013). F-05-004 07/17/2019 Provide sprinkler coverage at Focus Rm 144 per NFPA 13. F-05-005 07/17/2019 Provide temporary protection to all sprinklers during construction to avoid damage to the heads. F-05-006 07/17/2019 Confirm sprinkler at Rm 025 Electrical Main Switchroom complies with NFPA 13 requirements for obstructions(refer to item 8.6.5-NFPA 13- 2013). \\GLOBAL.ARUP.COM\AMERICASUOBS\BOS\240000\245397-00\7 CONSTRUCTION ADMINISTRATIOW-03 FIELD REPORTS\7-03-01 ARLIMCCS ARUP SITE VISIT 05 REPORT.DOCX Site Visit Report Page 16 of 16 Item Date of Date Closed by Number Site Visit Corrective Action Required Consultant F-05-007 07/17/2019 Relocate sprinkler to the center of tile on Rm 013 Coffee if applicable. \\GLOBAL.ARUP.COMVAMERICASUOBS\30S\240000\245397-00\7 CONSTRUCTION ADMINISTRATION\?-03 FIELD REPORTS\7-03-01 ARUMCC5_ARUP SITE VISIT 05 REPORT.DOCX i ❑ 0 ❑.Q EIET BROWN LINDQUIST FENUCCIO & RAB. ER ARCHITECTS, INC. Cape Cod Five Hyannis Banking Center 1500 lyannough Road, Barnstable, MA FIELD REPORT# 17 Date: 9/1/2019 thru 10/31/2019 Months of September and October 2019 Weather: Weather&Temp.Varied Work Occurring in this Period: Exterior work on the building facade is wrapping up Landscape work is ongoing in courtyards and around the entire site. The interior of the building is well into finishes including paint,tile, carpet, decorative glass railings, etc. Interior wood paneling has also started. The solar panels are being set above the roof top superstructure. Presented by: Kurt E. Raber(BLFR) Distribution: Via email to the following CC: E. Bowers, Bldg. Insp. B. Florence, Building Comm. D. Marcotte, DB I JKS C. Raber, CC5 G. Inman, DB JKS Route132 Group, CC5 C. Kimball DB JKS. T. Carson, BLFR OBSERVATIONS: 17,01 The roof top solar system has been fully installed and is awaiting inspection by Eversource before it can be energized. This is under separate permit by ECA Solar retained directly by CC5. 17.02 The rain screen system including exterior cavity insulation, hangers and struts, and the black scrim material have all been installed. The Oko Plank and Tad Ultra high strength concrete panels are also complete. 17.03 The perimeter cornice and parapet walls are being rebuilt. This includes the dark aluminum ACM soffit and fascia panels at the high roof. The roof top structure is being enclosed with the aluminum louver panel sections. A few pieces were incorrectly sized and have been reordered. These will be installed post occupancy, note they are not required for safety. 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 WWW.CAPEARCH ITECTS,CO M 17.04 MEP systems and being completed n coordinated .ed and coo d Hated with finish ceilings. Plumbing Y g p g g fixtures are being installed. 17.05 View Glass is nearly complete and the manufactures reps have been on site programming and commissioning the system, 17.06 The IT vendor is on-site pulling tel/data and communication wire throughout the building. They are also working with banks vendors to wire demountable furniture wall partitions and furniture cubicle systems. 17.07 Interior Glass partition between the great hall and open office work spaces on both floors of the north wing are being glazed. 17.08 The interior of the large three part conference room was an area of concentrated work. Following the installation of the folding wall system tracks crews farmed and finished walls, fascia,and soffits to form the coffered ceiling. MEP trades followed with lights, diffusers,fire suppression and audio video technology. 17.09 The decorative suspends ceilings in the lobby and great hall also was installed and nearly complete. 17.10 The interior glass railing system is installed and is undergoing intense quality control review by architect and owner. The system is sound but numerous glass panels will be removed and replaced due to a variety of finish imperfections. This will not delay occupancy, but due to time required'to fabricate and ship products to the site this work will need to be coordinated carefully with owner post occupancy. 17.11 Landscape crews are constructing terraces within the courtyard. The ramp and rails in the courtyard are installed. Railings at the dining terrace and long east end retaining wall have been installed. Steep slopes have been covered with erosion control matting and planted with native grasses. 17.12 Exterior lighting was wired and erected including lamp posts throughout the site. 17.13 Roadway and parking lots areas were fin graded, base course of paving was completed, pre-cast curbs were set.The intricate granite and paver work at the entry plaza has been set as well as the exposed concrete and granite rumble strips to warn cars of the raised pedestrian crosswalk to the garage. 17.14 The second garden wall was erected at the southwest comer of the courtyard. Planting beds are prepped and ready for tress, shrubs, etc. 17.15 Traffic islands were formed and poured in the lower level of the garage. Final paving was completed in the lower level of the parking structure. 17.16 Overhead security curtain/doors and security controls were installed at the lower level of the parking garage. 17.17 Wooden decks and walkways including the bridge were constructed in the courtyard. 17.18 Building back-up power generators was tested and retested after the meters, regulators and piping issues were resolved. Plenty of gas is now flowing to run the generators, Testing reports will be available. The building and fire departments 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 WWW,CAPEARCHITECTS.COM i Pf 7 were on site recently to witness the life safety equipment running on back-up power. 17.19 Guardrails were installed in the Route 132 layout per mass Highway requirements. The other sidewalk that are part of the project including the crosswalk over Route r 132 are also complete. 17.20 The kitchen equipment work will be delayed and the contractor will work with town to remove that scope from the current permit and file for a separate permit. BLFR and out engineering team will also file control construction docs for that future permit. ATTACHMENTS: None The above constitutes our observations and understanding of work in progress. If there are any errors or omissions,please contact our office as soon as possible. Respectfully submitted, G\51� w E: o' No. 10563 aBARNSTABLE, RED AR G�StE cy�T �c Fq�TH F M o No. 10563 Kurt E. Raber o BARNSTA LE, 0 MAS j V.P/Partner Fq �rH P 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 508-362-8382 508-927-4127 WWW.CAPEARCHITECTS.COM TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: November 12,2019 To: Town of Barnstable Total No.Pages: Building Department BN Job No.: 2013-075 Attn:Brian Florence,Bldg. Commissioner Subject: The Cape Cod Five Cents Savings Bank 200 Main Street 1500 Iyannough Road,Barnstable,MA Hyannis,MA 02601 (aka 1520 Iyannough Rd.& 131 Attacks Ln.) c- : Correspondence Folder OU 1% DEPT. We are sending you E Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) NB V 1 2 2019 ❑ First Class Mail/Registered#: ; ❑ Overnight ❑ Pick up E Hand Delivery TOWN OF BARNSTABLE The following documents: ❑Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations ® Other DATE COPIES NO. PAGES DESCRIPTION 11-08-19 1 2 Civil Site Plan Certification Letter These items are transmitted as checked below: ® For Your Use ❑As Requested ❑ Returned For Corrections ❑ For Review And Comment ❑ For Approval ❑For Distribution Remarks: Matthew Eddy, P.E. Managing Member MEP/spk 0:\2013\2013-075\ADMIN\TRANSMITTALS\2013-075-BF-Civil Site Plan Certifcation.dou /File Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3,d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 November 8,2019 Mr.Brian Florence,Bldg.Commissioner Town of Barnstable Building Dept. 200 Main Street Hyannis,MA 02601 CIVIL.SITE PLAN CERTIFICATION PROJECT: The Cape Cod Five Cents Savings Bank LOCATION: 1500 Iyannough Road(aka 1520 Iyannough Rd. & 131 Attucks Ln.).Barnstable,MA 02601 RE: Civil Engineer—Site Plan Certification(SRP#026-18) I, Matthew Eddy, being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING & SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge,information and belief, such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code, as relevant to the site design, and generally accepted standards of Civil Engineering practice in effect at the time of performance. I further certify that 1,or persons under my supervision,have: 1. Reviewed,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the Civil Engineering Site Plan construction documents, shop drawings, samples and other submittals of the contractor(s)as required by the construction contract documents. 2. Reviewed quality control procedures for the code-required controlled Civil Engineering Site Plan materials; and 3. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine that the work is proceeding in general accordance with the Civil Engineering Site Plan construction documents. As of the date of this Certification,to the best of my knowledge, information and belief,the work has been substantially performed and completed,with the exceptions noted below,in general accordance with the Site Plan,dated June 26, 2015,with final revision date of January 16,2018, as Approved by the Site Plan Review Committee,approval letter dated February 7,2018 (SPR#026-18). This certification is for the purpose of checking for conformance with the design concept and general compliance with the information given in the Approved Civil Engineering Site Plans. It is not to be considered a field control as-built of all vertical and horizontal information shown on the Approved Site Plans nor is it to imply daily inspections of site plan related work. The following exceptions to the Approved Site Plan are noted: 1. Landscaping is still being installed. 2. Dumpster enclosure is still being installed. 3. Handicap Parking signs are installed but need modification to type and height installed. a. Once handicap sign is missing in the garage upper level. 4. Two Fire lane signs are to be installed at the front entrance. Page 1 Land Surveys • Subdivisions • Septic Design • Wetland Filings • Site Design I November 8,2019 Mr.Brian Florence,Bldg. Commissioner Town of Barnstable Building Dept. Civil Engineer—Site Plan Certification(SRP#026-18) Vk OF 44A&,, MATTHEWV yG�, Name Matthew Eddy,P.E. o . Registration No.: 43183 E CML No.43183 Seal p Q/ Signature �•c` FSTEM ��� FSS/ONAL ECG Cc: File 0:\2013\2013-075\ADMIN\LETTERS\2013-075-BF-SiteCertification.docx Page 2 Final Construction Control Document 'To be submitted at cornpletioni of:construction:by:a. Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Five Savings Bank Garage Date:November 7,2019 Permit'No.13-1 1 84.050 Property Address: 1.500 lyaru-ioiugh Road, Hyannis Massachusetts 02601 Project: Check(x) one or both as applicable:X New construction Existing Construction Project description:The project involves the construction of a 2-level/ 217.space parking structure on the campus of the new Cape Cod Five Savings Banking Center. Work includes'sitp work shallow excavation,CIF foundations and precast concrete structural framing(columns,wall,beams,,doubletees)MEPtF.P systems include lighting,floor drains, and dry fire standipes.The structure includes astairtower:and jump stairs(NW corner as well as egress doors at select locations.The exterior faq.ade consists.Of precast concrete spandrel beams with security screeining at the lower level. 1 , Brandon C. Schrenker MA Registration Number:48404-Expiration date: 6/30/2020 ,am;a.registered.design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerritingi: Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project. L or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis..Tolhe best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building pern-dt and that I or my designee: 1. Have reviewed,for conformance to this code and the design::concept,shop drawings,samples and other submittals by the contractor in accordance with the:requirements of construction documents. 2. Have performed the duties for registered design professionals:-m:780 CMR Chapter 17,as"applic.able. 3. Have been present at intervals appropriate to,the:stage,of construction to b0corne:generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 7,80 CMR 107. Enter in the space to the right a"wet" or JjA OF 14 electronic signature and seal: L � '' �"j.01'�f� f Phone number: 617-350-5040 E0. er@walkerconsultants.corn Version 0 1 01 2018 Final Construction Control Document To be submitted at completion of construction by a t Registered Design Professional , for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod.Five Savings Bank Garage Date:N,ovember 7,2019 Permit No.B-18-1050 Property Address: 1500 lyannoiugh Road,Hyannis Massachusetts 02601 Project: Check (x) one or both as applicable: X New construction Existing Construction Project description:The project involves the construction of a 2-level/ 217 space parking structure.on the campus of the new Cape Cod Five Savings Banking Center. Work includessite.work,shallow excavation,CIP foundations and precast concrete structural framing(columns; wall,beams,double tees)..MEPf FP systems include lighting,floor drains,and dry fire standipes. The structure includes a stairtower and jump stairs (NW corner as well as egress doors at select locations.The exterior fagade:consists of precast concrete spandrel beams with security screeining at,the lower level,. I , Sarah M. Morkos MA Registration Number: 50954 Expiration date: 8/31J2020 , am,a registered design professional, and I have prepared or directly supervised the prep Aration of all design plans,computations and specifications concerning': X Architectural Structural. Mechanical Fire Protection Electrical Other: for the above named project. I, or my designee, have performed the necessary professional services:and:was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR:and the design;documents approved as part of the building permit and that I or my designee: I. Have reviewed,for conformance to this code and the design;concept shop drawings,samples and other submittals by the contractor in accordance with the requirements of the,construction documents. 2. Have performed the duties for registered design professionals in 780.CMR Chapter 17,_as applicable. 3. Have been present at intervals appropriate to the stage of construction to becomegenerally familiar with the progress and quality of the work and to determine if the work was performed,in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its respori`ibility regarding tl e'prov lions of 780 CMR 107: L�QED`SRC Enter in.the space to the right a"wet" or �`�P�M.MpgF� : electronic signature and seal: ASS, E MASS ^=� Phone number:857-362-0323 Email:smor erconsultants.com Version 01012018 �r Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Five Savings Bank Garage Date:November,2019 Permit No. B.-18-1050 Property Address: 1500 Iyannoiugh Road,Hyannis Massachusetts 02601 Project: Check (x) one or both as applicable:X New construction Existing Construction Project description:The project involves the construction of'a 2-level/217 space parking structure on the campus of the new Cape Cod Five Savings Banking Center.Work includes site work,shallow excavation,CIP foundations and precast concrete structural framing(columns,wall,beams,double tees).MEP/FP systems include lighting,floor drains,and dry fire standipes.The structure includes a stairtower and jump stairs(NW corner as well as egress doors at select locations.The exterior facade consists of precast concrete spandrel beams with security screeining at the lower level. I , JeffreyL Ellinger MA 'fTegistration Number: 47170 Expiration date: 8/31/2020, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural X Mechanical X Fire Protection X Electrical Other:Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements:of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in.780 CUR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction:to:becomegenerally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Notlung in this document relieves the contractor of its respon ' g the provisions of 780 CMR 107. Enter in the space to the right a"wet" or JEFFREY LYNN electronic signature and seal: ELLINGER cTRIcAL .47170 41 lit Phone number:269-381-6080 Email:jellinger@walkerconsultants.coin Version 01 01 201 8 Building Official Use Only Building Official Name: Permit No.: Date: Version 01012018 a J BROWN LINADQUIST FENU. CCIO & R:A:BER ARC'H: ITECTS; INC.. 3 January 2019 Mr. Edwin Bowers Building Inspector Town of Barnstable Town Hall Annex 200 Main Street Hyannis, MA 02601 Re: Door #004 in the Loading Dock/Receiving Area CC5 - 1500 lyannough Road Dear Mr. Bowers, Please except this letter as explaining our intentions and the banks confirmation that the door in question will be resolved in the coming days. Currently the door has been removed from the frame so it is not an obstruction to the vestibule egress. The door does not need to swing toward the egress nor does it require an exit device (panic bar) door hardware as the occupancy passing through that path is less than 49 persons. As requested by yourself cnd the Deputy Chief Pfautz the current door hardware will be programmed to fail safe allowing passage to the hallway n case of a fire alarm signal. Once this work is complete we will reinstall the door and have it tested. I feel this work can be accomplished in just a few more days. It will certainly be done when you return to inspect the remaining work in the kitchen, Sincerely, Kurt E. Raber Partner No. 1QW Enc, None a MASS: Cc: Christopher Raber, CC5F ;% F µsP� Carolyn Kimball, DellbrooklJKS Dana MarcottE, Dellbrook l JKS 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 WWW,CAPEARCHITECTS.COM g, F ; . rv, d, In order to print your document correctly, you should click "Done" in PDFfiller and choose "Print" on the next screen. .._...... --------------- ......._.... __ _ __ _ _.__ _... __ . ... ____ ___ Q c� o __ ✓ o � 5 e � LP M ooRlls r x _ n Text i Craae fhcuk Chet. Sign Leta Picture -rase tiighhpht Btacimm Text Box Anew Lin. B .01 Fields _.1� ,� 7g m veto C�a iev� s d.^ie s FWTF'2 t 31,8 Tg m v va k ra5 H FT Comment Speiing Se—h 146% Help . �- Pant .. ... , l t nEmail ISMS a .......................................... NO WON v ,gyp . On �,.. ? � SenC7g51gn � , +fr°H rf«�.F •�grori tea' { &fs.., :' �•5..�� ;iw r'w?', ?a Lenk7gF:i Go to MY ROCS:.:.... i cz—�- r2�,� W f paw +y ¢� <x MA " i 3 _ _ kt 1111 :y, _ s� �• _Ass- .. - a ``R _._ jj - EV , ' rw t ., zl Final Construction Control Document w To be submitted at completion of construction by a w Registered Design Professional for work per the ninth edition of the O M Y Massachusetts State Building Code, 780 CMR, Section 107 Date: 111V8/2019 Permit No: 'B-18-3466" Project Title: CAPE COD 5 SAVINGS BANK-NEW OFFICE BUILDING Property Address: 1500 IYANNOUGH ROAD HYANNIS,MA (BARNSTABLE) Formally 1520 Iyannough Rd.) Project: Check (x) one or both as applicable: (_X_)New construction ( ) Existing Construction Project description: This permit is for the second phase of work filed with the town including revised architectural plans as well as interior design plans. These plans included all interior fit and finish not included in the previous permit #B-18-698. I Kurt E. Raber MA Registration Number:10563 Expiration date 8 020 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: (_X_) Architectural ( ) Structural ( ) Mechanical ( ) Fire Protection ( ) Electrical ( )Other:Describe for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or electronic signature and seal: O �� ` O N 10563 Phone number: (508) 362-8382 BARIVSIAB�E Email: kurtraber@capearchitect.com oMA S Building Official Use Only/ Building Official Name: Permit No.: Date: Version 01 01 2018 Final Construction Control Document 4 To be submitted at completion of construction by a Registered Design Professional for work per the ninth edition of the M Yev Massachusetts State Building Code, 780 CMR, Section 107 Date: 1110812019 Permit No: "B-17-3819" Project Title: CAPE COD 5 SAVINGS BANK-NEW OFFICE BUILDING Property Address: 1500 IYANNOUGH ROAD HYANNIS,MA(BARNSTABLE) Formally 1520Iyannough Rd.) Project: Check(x) one or both as applicable: (_X_)New construction ( ) Existing Construction Project description: Foundation and Frame permit for new office building occupying 82,500 GSF and two and a half stories. Building is "B"Use and is framed with steel and concrete. Core and shell and fit-up work under separate permits. Parking structure also under separate permit. I Kurt E. Raber MA Registration Number:10563 Expiration date 8/31/2020 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: (_X_) Architectural ( ) Structural ( )Mechanical ( ) Fire Protection ( ) Electrical ( )Other:Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet" or electronic signature and seal: t . 105"3 Phone number: (508) 362-8382 BARNS-,TABLE,. Email: kurtraber@capearchitect.com ,� MASS. Building Official Use Only � 1 Building Official Name: Permit No.: Date: Version 01 01 2018 Final Construction Control Document 4 To be submitted at completion of construction by a Registered Design Professional OW< for work per the ninth edition of the � M Y0v Massachusetts State Building Code, 780 CMR, Section 107 Date: 11/08/2019 Permit No: "B-18-698" Project Title: CAPE COD 5 SAVINGS BANK-NEW OFFICE BUILDING Property Address: 1500 IYANNOUGH ROAD HYANNIS,MA(BARNSTABLE) Forfnally 1520 Iyannough Rd.) Project: Check(x) one or both as applicable: (_X_) New construction ( ) Existing Construction Project description: Core&Shell permit for new office building occupying 82,500 GSF and two and a half stories. Building is"B" Use and is framed with steel arid concrete. The work includes all associated Site Work,HVAC,Plumbing, Electrical. Fire Alarin, and Fire Protection. Building foundation and frame ad the entire parking structure under separate permits. I Kurt E. Raber MA Registration Number: 10563 Expiration date 8 020 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: (_X_) Architectural ( ) Structural ( ) Mechanical ( ) Fire Protection ( ) Electrical ( )Other:Describe for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. ....... ............. . . .. ...... . ... ....... ...... ..... .. .. ........... ...... ................. ....... ..... . .... ..... .......... .. ........ . . . ........ .. ........... . Enter in the space to the right a''wet" or electronic signature and seal , > D � Phone number: (508) 362-8382 BARNS, g LE— Email: kurtraber@capearchitect.com � MASS. Building Official Use Only/ F MP��P� Building Official Name: Permi:No.: Date: Version 01 01 2018 Final Construction Control Diocument 4 r To be submitted at completion of construction by-a Registered.Design Professional <w for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107' Date: 11/08/2019 Permit No: 'B=17-3.819 1 Project Title: CAPE COD 5 SAVINGS BANK-NEW OFFICE BUILDING' i i Property Address: 1500IYANNOUGH ROAD:HYANNIS,MA(BARNSTABLE) 3 Formally 1520 Iyannough Rd.) Project: Check(x) one or both as applicable: (_X_):.New construction ( }Existing; Construction Project description: Foundation and Frame permit for new office building occupying82,500 GSF and two and a;half stories. Building is 'B"Use and is framed with steel and concrete. Core and shell and fit=up.work under separate permits. Parking structure also under separate permit. 3 I M. David Odeh MA Registration Number:30086 Expiration date 6/30/2020,am a:registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ( ) Architectural (X) Structural ( )Mechanical: ( ) Fire Protection ( )'Electrical ( )Other;Describe for the above named project. 1, or my designee, have performed the necessary professional-services and was present at the construction site on a regular and periodic basis. To the best of my knowledge;information,;;and. belief the work proceeded in accordance with the requirements of 780 CMR and the design documents;approved. as part of the building permit and that I or my designee: a 1. Have reviewed,for conformance to this code and the design concept,shop drawings;samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17;;as applicable: 3. Have been present at intervals appropriate to the stage of:construction to become generally familiar with. the progress and quality of the work and to determine if the work was performed in,a;manner consistent ! with the construction documents and this code.. Nothing in this document relieves the contractor of its responsibility regarding.the provisions of 780 CMR 107. Enter in the space to the right a "wet".or P g N 0F electronic signature and seal: M:DAVID � " Rdt> I N.0 30086 IS SST " w . Phone number: (401)724-1771 Email: odehmd@odehengineers:com j Building Official Use Only Building Official Name: Permit No.: Date: i Version 01 01, 2018 i 91 DELLBRO®K I , KS November 6, 2019 Town of Barnstable Office of the Building Inspector 200 Main Street Hyannis, MA 02601 Re: Cape Cod 5 Headquarters 1 alyannough Road, Hyannis, MA t5o To Whom It May Concern: I hereby certify that to the best of our knowledge and belief that all construction work at the new Cape Cod 5 Headquarters project has been completed in accordance with Massachusetts State Building Code 780 CMR 91h Edition, the project documents and in a safe and satisfactory manner in accordance with all applicable local, state and federal statutes and regulations. Sincerely, nDbrooklJKS Dana Marcotte Project Superintendent CSL#CS-009144 cc: File 1724 - Permits Then personally appeared the above-named Dana Marcotte and the oath that the above statement by him is true. Before Notary Public My Commission Expires: W,?oj Quincy Office: One Adams Place, 859 Willard•Street, Quincy, MA 02169 t: 781-380-1675 Falmouth Office: 15 Research Road, East Falmouth, MA 02536 1 t: 508-540-6226 r t t Law Office of Singer & Singer, LLC 26 Upper County Road P. O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Tel: (508)398-2221 Fax: (508)398-1568 Myer R. Singer www.singer-law.com Of Counsel r CN a October 10, 2017 5-1 Barnstable Zoning Board of Appeals rn Growth Management Department 200 Main Street Hyannis, MA 02601 Re: Board of Appeals No. 2017-060/The Cape Cod Five Cents Savings Bank Dear Board of Appeals, Enclosed please find a copy of the Board's Decision for the above referenced matter which was recorded with the Barnstable County Registry of Deeds in Book 30814, Page 119, on October 6, 2017 for the property located at 1520 Iyannough Road and 131 Attucks Lane, Hyannis. Very truly yours, Lisa Perry for drew L. Singer Enclosure r/ Copy to: Building Department w/enclosure i Ps 119 Ir 1 1$1 a os 3-0-ej -?1�17 12 _ 1 C i p� Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit 2017-060-The Cape Cod Five Cents Savings Bank Section 240-25 (C)(1) —Conditional Uses in the Highway Business District "To allow the demolition of existing buildings and construction of a new banking center with drive through and parking garage -,r ,it Summary: Granted with Conditions -Tf L� Applicant: The Cape Cod Five Cents Savings.Bank 19 West Road, Orleans, MA Property Address: 1520 lyannough Road and 131 Attucks Lane, Hyannis Assessor's Map/Parcel: 253/020-T00, 253/020-H00, 253/020-B00,254/01.2 Zoning District: Highway Business (HB), Wellhead Protection District (WP) Hearing Date: August 23, 2017 Recording Information: Book: 27968, Page 1 16 Plan: Lots A&B on 76111 Book 27968, Page 195 Plan: 397/15 Background The Cape Cod Five Cents Savings Bank applied for Special Permits pursuant to 240-125(C): Zoning Board of Appeals Special Permit Provisions. The Applicant sought permits for a Conditional Use pursuant to Section 240-25(C) Highway Business District Conditional Uses for a bank with drive-through; and, and relief pursuant to 240-93: Nonconforming buildings or Structures Not Used as Single- or Two-Family Dwellings to address_ preexisting landscape buffers, parking lot design, and, if necessary parking lot location and natural state requirements. The Applicant proposes to combine and redevelop several parcels with a new state-of-the-art banking center. The proposal is to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building. Also proposed is construction of a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping. The properties are located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA as shown on Assessor's Map 253 as Parcels 020-T00, 020-H00, 020-B00 and Map 254 as Parcel 012. The parcels are located in the Highway Business (HB) and Wellhead Protection Overlay Zoning Districts. The property totals 8.7 acres of land is improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building currently being used by the Applicant. The buildings and site improvements on the property are pre-existing nonconforming as to front setbacks, parking space size,.front landscape buffers, and possibly parking space location. The property has four curb cuts, two each on Route 132 and Attucks Lane. Procedural & Hearing Summary Special Permit Application No. 2017-060 fora Conditional Use Special Permit to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping was filed at the Town Clerk's office and office of the Zoning Board of Appeals on July 31, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on August 23, 2017, at which time the Board found to grant the Conditional Use Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen. Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-060 Cape Cod Five Cents Savings Bank The hearing was opened on August 23, 2017 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Bert Talerman from Cape Cod Five, Nancy Parmentier of Groundworks Landscape Architecture, Engineer Randy Hart of VHB, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer described the project and the benefits to the environment, the applicant, and the Town. He described the existing site and the proposed improvements and the specific project benefits that were negotiated during the review process with the Cape Cod Commission which include the sewer lift station that will have the capacity to connect surrounding businesses and residences, and the restoration of the buffer around the pond. He also described the proposed parking garage that is the first commercial multi-level parking garage on Cape Cod that will reduce the amount of impervious coverage that would be a result of a paved surface parking area. He described another public benefit of the construction of a sidewalk along Attucks Lane and a pedestrian crosswalk across lyannough Road for public safety. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters. The Board Chair asked for public comment and Attorney Chris Kirrane, representing property owners across lyannough Road, had questions regarding the proposed sewer line and lift station. His clients are very interested in connecting as they are all in the watershed and their buildings are near a pond. Engineer Matt Eddy stated the system will be sized to accommodate all commercial and residential structures in the watershed. Findings of Fact At the hearing on August 23, 2017, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-060, a request for a Conditional Use Special Permit to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 .Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. The proposed use.is allowed under Section 240-25 with a Conditional Use Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3. A Site Plan has been reviewed and found approvable with conditions. (See letter dated August 21, 2017). 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen. NAY: None Decision 1. Special Permit No. 2017-060 is granted to The Cape Cod Five Savings Bank for a Conditional Use Special Permit and to alter and expand pre-existing nonconforming conditions for a banking center, drive-though, and parking garage. The property is located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA. 2. The improvements shall be in substantial conformance with the site plan entitled "1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601" by Baxter Nye Engineering and Surveying dated June Page 2 of 3 2 i Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-060 Cape Cod Five Cents Savings Bank 19, 2015 with last revision date of July 10, 2017 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new uses including those required by the Cape Cod Commission DRI Decision. 4. . All landscaping and landscape screening shall be maintained on the site, with the exception of that allowed by the Commonwealth of Massachusetts within the Route 132 State Highway Layout as shown on the Landscape Plan. 5. Site Plan Review conditions of approval are hereby incorporated into this Decision. 6. The Applicant shall submit a copy of the recorded sewer easement to the Department of Public Works Director, the Planning and Development Director and the Building Commissioner prior to issuance of the Certificate of Occupancy for the new banking center building. 7. . The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek, Robin Young, Matt Levesque, and Spencer Aaltonen NAY: None Ordered Special Permit No. 2017-060 to demolish the existing one-story, 32,255 gross square foot building at 1520 lyannough Road and a 5,904 square foot, two-story office building at 131 Attucks Lane and replace with an approximately 78,220 square foot, two and half story office building and construct a two-level parking structure with 99,733 square feet of raised covered parking deck, extensive renovations and improvements to the site entries, parking, driveway, and landscaping has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20.) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. CDavid Hirsch, Vice Chair. Date Signed I, Ann Quirk, Clerk of the Town of Barnstab'ie, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this zZm day of z! under the pains and PLltiss.of +erury. 1< .•' �; Ann Quirk, Town Clerk o Page 3of3 I��. T' �,. = 3 THE T � town of Barnstable &UtNSPABLE, _ Assessing Division MASS. $ `bAl i6'MP J9' ,�� 367 Main Street,Hyannis MA 02601 www.town.barnstable.maxs Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 254-012 131 Attucks Lane Barnstable, MA 02630 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts Ge-ieral Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. J a Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '254012' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 Close Map&Parcel OWnerl Owner2 Addressi Address 2 Mailing Country Deed CityStateZip 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA — 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS v 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 r - 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/195 SAVINGS BANK 02653 BARNSTABLE,TOWN HYANNIS, MA 254016 OF(LB) 367 MAIN STREET 02601 20061/347 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE, MA 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA, FL 28549/58 32177 GRIFFIN DANIEL M JR 10 WIANNO AVE — OSTERVILLE, MA 274002 TR DMG REALTY TRUST SUITE 2 02655 27655/316 274003 MUSHINSKY,ALBERT J 40 WOODMERE RD FRAMINGHAM, MA 3149/118 01701 274025� JONES, DAVID A TR DAVID.A JONES TRUST 139 SHALLOW POND CENTERVILLE, ADR 0263Z 21241/27 275001 BARNSTABLE LAND P 0 BOX 224— COTUIT, MA 02635 11541/34 . TRUST INC 275005 BARNSTABLE LAND P 0 BOX 224 COTUIT, MA 02635 11606/86 TRUST INC This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1,2017 � 27 5002 7 oz #1431 275058 #114 254018'' 254016 ' ::`.::'(''r.C:.4{' .:.': a:'_ ',;(:i.:;.' :`::`.<.'::.:aii'.. 276005' #0 7r 254014 ,Sri .1582 7 C rs 25 /� gqVGQ B. Y. r' ;•r Sfi01.2r'. - 274005 253017X01 >: ':s:.''::;.<;;>':•`.cr:.�::.:z::,,:,:y.- ,j..::: '::.i`�:: 253019B00 S #158 r.. f,• 274003001 # }:r:V 530 :x; :•r.�:•2 17X02 jf..�. '0 5. rt Q=r#1585 - '<#1 0 ti 3020H'�25 - :2 4001 y 7.. �P A�:tF � 274 003002 i 253019T00 'P # 250 F #1 ,1575 a ? 2740 5 27 4003003 #1 6 # 555 #1355 253015 #1545 ?:'274002 253018001 #1436:i.::.i i '`•.`: ?:'` :::i'<`......`......,. ® # 5131h, c. .. . 0 /253014X03 { 2#1481/4 #1r48`1 \ 274020 2740#16X01 2741#0 03 O 112 e e 1. 253014X01 #1449 #1471 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:254 Parcel:012 Zoning Board of Appeals(ZBA) :N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties Of Interest are those directly opposite subject lot on are only graphic representatlons of Assessor's tax parcels. They are not true property any public or private,street or way and abutters to abutters. Notification of all Abutters • boundaries and do not represent accurate relationships to physical features on the map ..properties within 300 feet ring of the subject lot. - •' such as building locations. Buffer 'own of Barnstable' • SARNSPAELE, • Assessing Division 1639. ♦0 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 253-020-H00 1520 lyannough/Rte 132 Barnstable, MA 02630 As.requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '2530201-100' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of.the subject lot. Total Count: 10 Close Map&Parcel Ownerl Owner2 Addressp Address 2 Mailing Country Deed CityStateZip SHALLOW POND 1436 IYANNOUGH HYANNIS, MA 22428/106 253014X01 PROFESSIONAL LLC C/O KELLER COMPANY RD/RTE 132, U3 02601 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT, MA 02635 20399/50 TRUST 253014X04 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 TRUST 253018001 LC E COD CENTER —1284A MAIN STREET OSTERVILLE, MA� 22672/302 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 2S3020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 L254012 ---_~CAPE COD 5 CENTS=-�--------- ---_- 19 WEST ROAD--__._—__--- ORLEANS, MA- � 27968/195 SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC — 201 N 1ST STREET PALATKA, FL 28549/58 32177 c — — 15 NORTHEAST — 274020 GLOBAL COMPANIES C/O ALLIANCE ENERGY ATTN:TAX BRANFORD,CT LLC LLC DEPARTMENT INDUSTRIAL 06405 24811/64 ROAD i'\_i his list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list rPrtifiari.Tha Miner and address data on this list is from the Town of Barnstable Asseseoft database as of 8/1/2017. http://maps.townofbarnstab]e.us/arcims/appgeoapp/AbutterReport.aspx?type=SBA 1/1 Town of Barnstable Geographic Information System August 1, 2017 254015 264016 275005 #10 #0 /{7Td1CKS LAir 254018 254014 #1582 > 4 275001 #0 253020 BOO ?:;;;:::!:;:::.-:.• 275002 41520 #1431 �:S21543019800 XO1 %2 1 as1:; 85 sy; 274003001 #230 27 4003 2 0 575 is 253O17X02 <253p2gT..9u r #1585 4001 �6 >:27 #147 274003002 #250 274025 # 241 253017 XO4 91591 a'. - 274002 0 2 253016 #1555 :253fY14X0�% 253O19T0O 253015 253014?;O4,." ti1;4:Q; i .;' #1575 #1545 #1481 253O18OO1i ::.., 274O16XO3 C y 253O14XO1'. l +p v74 O #1 4 `01 �' 274O16XO1 70 274029 #1441 253013001 CN D #817 274038 7� It #1411 C D 274O16XO4 274021 CN 0 #1431 0 112 Feet 253013002 ® #3 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:253 Parcel:02OH00 Zoning Board of Appeals(ZBA) Selected Parcel N boundary determination or regulatory interpretation. Enlargements beyond a scale of 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Patties of interest are those directly opposite subject lot on are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters ; E boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. ' such as building locations. Buffer %;�;" OF 1ME Tp� ' - ° own of Barnstable' BABNSPABLE, Assessing Division y KASS. �OTeu3;9. 1 m 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 253-020-B00 1520 lyannough/Rte 132 Barnstable, MA 02630 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. ,� of j � Board of Assessors Town of Barnstable 811/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020B00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 14 I Close Mailing - Map zi parcel Ownerl Owner2 Addressl ,Address 2 CityStateZip Country Deed 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS, MA 25547/107 LLC ROAD/RTE132 02601 253016 — SILVIA, FLOYD J TR SIXTY NORTH STREET P O BOX 430 — — --~ OSTERVILLE, MA— 23358/25 REALTY TRUST 02655 253018001 CAPE COD CENTER 1284A MAIN STREET — — OSTERVILLE, MA^ 22672/302 LLC 02655 253019B00 — SILVIA FLOYD]TR SIXTY NORTH STREET P O BOX 430 OSTERVILLE, MA 23358/25 REALTY TRUST 02655 253019T00 SILVIA, FLOYD J TR SIXTY NORTH STREET P O BOX 430 -- —OSTERVILLE, MA 23358/2S REALTY TRUST 026SS 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 ^253020T00----CAPE COD 5 CENTS----------- - 19 WEST ROAD ------ ----- — ~ORLEANS, MA J 27968/116 SAVINGS BANK 02653 254012 — CAPE COD 5 CENTS — — 19 WEST ROAD ORLEANS, MA 27968/195 SAVINGS BANK 02653 CRYSTAL HYANNIS C/O SILVIA&SILVIA _ — OSTERVILLE, MA 254014 LLC COMPANIES P O BOX 430 02655 12628/314 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS, MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE, MA 2070/91 DISTRICT 02630 274D01 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA, FL 28549/58 3217.7 275001 -- —BARNSTABLE LAND — —� — P O BOX 224 -- — — COTUir, MA 02635 11541/34. TRUST INC This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1, 2017 27500E275009 275058001 ........:. . .� 275002 - #1431 275058 #11 680A.::`:':?-'.;::': rr`. :.;.i:.,`..r' : .:::r:'a:l.::. .:.:. r:.-:.'r.,:' _.r:,:}..':_:.{:.':': c'. �.`:.:::..'.::.:::::F ! �i.::-:':':' ::.:%:':.':i.:'i.::' : ::....�::::::: .�1' 4#1 25401 8: '25401 . 275005 .J: it r; 254015 °;r.'i''r :'J.%!• %�Yr•, rJ.J.r.; %!. it X. !•% J:C ATT(/GICS !!n?r J 2541. 'ri': /! 500 >rl' 8 27 1' J!- #0 J , :.! ' - r 5 253017X09 253017X03 , 253017X ///:// ///r :/. .r'•r,'i:^/' ::%..ram'' l/J;: 1591 7 � l� 53 7X01 O1 rc,r r' 274003 253017X1 ^:S 85 is v, #15 #1615 9"130 #210 #15 7 5' !.%.;:�;;:iCG;c;.:> %';;sty:><�!'%.,i1�,:.;rn,'r S.i::�:•.�;r:.'-,'.'.�,:Yir::;.: 253017X08 253017X12 #1601 r., %i'%{: s/�`' 'i�'//1" '� j• #1631 253017X02 r #1585 C1 /' / n520 i %I r t /r ''%:.7y/ ..�'!(•;%;�<i/� i� !tr:,F.':7 'J �A{. r' r_ .�:.. ;;, :/ �. ,,, ;•�P,,,y,. r�53oz Hoof , 15 20':;' r; 253017X06 .._.. .. 595 #1 2 53019T0 0 274 025 #1575 253016 .;; #241 v->'•%:: #1 555:' ! J 0 253017X 4 2530 5: #1591 1 #1545 253018001:'_:i>:.::::(;::..`::, . . 274002 #1513: `::r.`:;(:` 'i`'"'`' .... 253014X03 253014X04'., #1436 #1481 O 114 F ti::: 274016X01 f 274016X03 #0 #0 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:253 Parcel:020B00 Zoning Board of Appeals(ZBA) N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map, Abutter List Type-Parties of Interest are those directly opposite subject lot on 11V-�. are only graphic representations of Assessors tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all . Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. - such as building locations. Buffer. %;i';. IKE T � fown of Barnstable' auwsrABLE. Assessing Division MASS. $ .367 Main Street,Hyannis MA 02601 eoru•� www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION August 2, 2017 RE: Adjacent Abutters List For Parcel(s) : 253-020-T00 1520 lyannough/Rte 132 Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 8/1/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020T00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 11 Close Map E Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 253014XOI SHALLOW POND C/O KELLER COMPANY 1436 IYANNOUGH HYANNIS, MA 22428/106 PROFESSIONAL LLC RD/RTE 132, U3 02601 253014X03 �CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD -- COTUIT, MA 02635 20399/50 TRUST 253014X04 CENTERVILLE LLC TR HYANNIS MAIN STREET TRUST 1645 NEWTOWN RD COTUIT, MA 02635 20390/50 253015 J LAKESIDE CENTER 1436IYANNOUGH —` HYANNIS, MA 25547/107 LLC ROAD/RTE132 02601 253018001— CAPE COD CENTER 1284A MAIN STREET OSTERVILLE, MA 22672/302 LLC 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS, MA 27968/116 SAVINGS BANK 02653 254012 `_--- CAPE COD 5 CENTS^ ---- —�--19 WEST ROAD ~----- -- ORLEANS, MA 27968/195 SAVINGS BANK 02653 CRYSTAL HYANNIS C/O SILVIA&SILVIA iOSTERVILLE, MA 254014 LLC COMPANIES P O BOX 430 02655 12628/314 274001 ,CAPE COD HOTEL LLC 201 N 1ST STREET -- PAIATKA, FL — 28549/58 32177 This list by itself does NOT constitute a certified list of abutters and Is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/1/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System August 1, 2017 254016 254018 275005 #0 . ... 251014:;::[:::ii ": ::`.:'::::: a:::.: r:::: i:::i.'.i,i:'::(;:::. ::i'i` ,.' ::..... ... # 582'.":?ri?: ::::.'...':::: ::'.:.::.': :::. r:i?:':::::. .:?:::':: 1i.': :; .:.:'::::...:.:.'.... ...:':::::-.:...i.::..:•. 1 :::.: I M-.. ........... ..... ..... .... ........,. :i,-;,,,-.-�.-,,�—�%.,.,*,':.�,�!;-_..-,. 275001 ", #0 ✓i:`' f::' 'J ;:r %; ,� y=.,, is Y' !.:. 3. s'25 g20800: :': 152,. 0: '< -9 ;; ` r.. "!:- %rY ;; i :..>` s ,'•, ,:, W i %%.l %,/; :,254, 12< ." rr sit ' '. r%: 1 rr ;: ;!.': v.: _ ,;ry ii 7!%- 'ii :Y'. '+) 1. /:it'.i Y' �'r 25 01 ,; 'y;:: ;: r.. #1575 ; :: ,;, :''�r, .,'%` %: :%:` (' - i-' ..h%:�:`�..";';.!%is ?�[ ?$:: ;;: 0 9 0 •tv'i 253 1 T 0 l..:...:.:..:. :: 5 :% >::-�% #157 i'% ;.a;:;:;T;; 2 9 c#. 5' /J• "i:: rY �' 1F j: %r'r /i H z tl zs` 9.a 1.20 274001 ii. 0 x. #147 ; a. ; >. is - %r: %` •. ;S%:;:til::::;:: :>X%i[::" ;:'}:'.il.;l'7%;:;;;;;:1;;:;:;',;:;;;:;);I;::I:::: '.',: . %:. y%.• r ,,,% %;l; :j; t'ii rr r% 2 74025 %' #241 53 6 '%% %?s 2 01 >° s'i. ;... #1555 , `. . >:; ,;. :y•: 4002 sy'<a: 15: . 27 0 253 15 - 436 , -; #1 `�:';:'. 253018001 i`• S y% 5#1 13 1.: s2S30..IXg3.,, 233 1AXb'4':':%:` 48Y-%%'•%:'';;%<,: 274016X03 #101 y 0 G G 274016X01 9 +? #o :':•: :::: :. .. :. 2 53014X02:::'1.:::. #14 I::: 274020 ��� ..:........:.•.:.•.•... :.::.;':.'.:-:.:. :.., #1471_, :::. :::. #1449 7� .:.",,...-... . . -.:...,:* — .. \ DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:253 - Parcel:020T00 Zoning Board of Appeals(ZBA) Selected Parcel = N boundary determination or regulatory interpretation. Enlargements beyond a scale of " 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type--Parties of interest are those directly opposite subject lot on are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters ` E . 1 . boundaries and do not represent accurate.relationships to physical features on the map - properties within 300 feet ring of the subject lot. i ' such as building locations. Buffer ./:/.' . } + s _ Town of Barnstable Zoning Board of Appeals LrEGAI{AD 1 aTowfr of Bamsta�le Natlpe ofublic HeanngsEunderthemng Ordrnance7r 5. -Zoning Board 6 Appeals , August 23 201E �' Notice of Public Hearings.undertheZoning Ordinance i To allpersons interested in oraffected,by the actions of the Zoning } Augusf 23 2017 "` eels ou are;hereby notified pursuant to Sebtloq,ll of @oard of Appy Y To all,persons Interested�n oraffected by the actions of the Zoning ?Chapter 40Apof the General Laws of the Com Pgnwealth(of onsthe_ ;chusetts and;all amendments thereto that a+util}c hearing, Board of°Appeals you'are hereby notified rpursuant fo Section 1i Of eats wdl,be held on Wednesday}Augu23 2017°at the. Chapte) 40A of the GeneraliLavis of the Commonwealth_ptMassa. tollovnng app chusetts-and all amendmenk thereto that a public hearing on the 3iine'igdicated. aAf n t$ r ' : following appeals wFt be held o i WednesY�August 23 P01t7 aty he r�Cduzzi. 100PMllppealNo 2017055 �7 OO PM Appeal No�201• f t Cduui uJohnE3Cllum;as prospectivesowner }s appealing the declsmn of fhe Btulding Comm}ssmner to deny atiwlding permit(B 1T 1393)forjohn EACduai as prospecne+owner is appealing the"decision of- :the co°sfr�cho° of a single family time on a noncorrform}ng tot a Bmltlmg Commiss}anerta deny a bwlding permft(B 9'7 1393)fot_ gThe property}s tocateMat 167 as parcel 0631D05 It s loc'stedrin the_ ��ry consftuction of a single larrllyTho rs 9nda nonconforming lot, ishovin on�Pssessors. _P ��he propergj is located at749 Beech Leaf Island Centerville MA:he :Residence D-1 A RD and Resource3Proteclion.Overlay Zonm Dis sh°Wn on Assessors Map 187gas'parcel 063 005 It Is located In the' wts . s ��� � Z ResidenOe D 1 (RD 7)and Resource Protection Overlay Zanmg Dis ntrlCk s T01 PM kAp eel No201T 060 Cape Cod Five rCens Saar F6 Ca ' rigs BankPMAppegi'No 2017 O60 Pe Cad Frve.Cents Sav yThesCape`Cod FNe Cents SavingsrBankhas applied fors$pe'ciai Per` ngsBank*'t �r r a 5xh i t 1r> a r H mik pursuant tq 240 125(C) Zoning Board of Appealst$pee}al Per- The a e Cod F ve"Cents Savings Bank has applfetl for Special Per trm�t Prdvi'slons The�Apphcant seeks permlk`for a Condtional Use mds puisuatt to 240 125(C)'Zoning=Beard`ofgppeals';5pecial Per-- pursuantite Section 240-25(C)HighuGay Business DisMcf Ganditionahm}t Provrslons'The Applicant seeks permits fora Conditional Use; iUses fora tiank wdti!dove through and+and relief pursuant to 240 pursuant;to Sectloq 240 25(C}Highway Business DistnctConditlonal 93 Nonce'nforming bgiltlings or Structures'Not Used as Singie °r' }Uses forya bank w th'drive through and and relief pursuant to 240 ;Two Family Dwellings Ito raddress apreexisting landscape buffers. 93`Nonconforming`buildings oar t�ructures Nat Used as Single ;parking lotfidesignand;:d necessary parking lotlocation and natural. Tw°Famdy eDwellings to address preexisting landscape buffers; state req`direments:The ApPhcanE,is p�opos ng'to combine and redez parking lot design and If necessary parking lot location;and natural vetop seveal parcels wilhra newstate of the art banking.center Thee state regmremenk?The Applicant Is proposing to combine and reds=. proposalris to demgllsfi�the axisbng'ones[ory32255 gross square velopseveral parcels'with anew state of the art hanking'center The ¢fooF budding at 1520 Iyannough.Road and a 5 904 square foot twos proposal is to demolish the existing one stpry 32 255 gross square: gstory�office!bwidm0 ati131 tAttucksLane and replace wdh}an approxl; Moat building at 1520 1lyannough Rgad and a 5 904 square foot two i mutely 79,220 square footZtwo anG�half�story_office building Alsa story office bwlding at 131 Attugks�Lane and replace,wdfi aFir approxl;, 'proposed Is construction of a two level parN}ng structurewith 99 733' merely 78 220 square foot two♦and half story officefbuildingAlso square teat of tossed"covered pa�kmgxdeck extensive reendaland 1 proposed is construction of a twtlrlevel parking structure[wdh 99 733: ;and}mpjoVements to the sde entries parkingdnvewayi square:fee►of raised,covered parking rdeck extensive-,=renovatlonS" and improvements.to the sde entries sparking driveway and lantl ascaping? The properties arerlocated at 1.520�lyannough stood ardl Scaping;; The properties are located at 1520 Iyannough Road and: 1a Attuck's Lane_Hyanms�MA asr.hownicnsAssessor s Map 253 asy 131 Attucks`Lane;`Hyannis fv1Q'as shown.on Assessor's Map 253 as Parcels020 T00 020 H00 020 800 ands Map 254 as Parcel 012 SThe parcels ate IocateG In the Highwayt8u mess(HB) nd'Wellhead; parcels g20 T00 020 H00 020 B00 and.Map 254`a5 Parcel 012' Protection Overlay�Zon�ng Dist use F� °4 r The parcels are located in the Highway Business(HB)anWellhead r Protection Overlay Zbnmg Distrtck tet�3 a i �s Thesepubhc hearings will be held at theyBarhstable Townqg ,Hall 367, These public hearings will be;heid at the'Barnstable Town Hall 367 Main Street Hyannis-:MA Hearing Room located on the 2nd Floor Wednesday'August123 r2017 Plans and`applications`may he re Mom Street Hyannis MA Nearing Re4 1 located on the 2nd Floor;' dewed"af the Zoning Boa�d of Appeals Office:Growth Manageme� Wednesday August23 2b17` Plans andrappltcatio'ns may be re� Department Town Off ces 200 Mafn Street liyanms MA s v wed at the Zoning Board Of Appeals Office Growth J�angemprt Department Town Offices 200 fvlaln Street Hyannis MA f Alex Rgdolakis Chau a a>%rf r. , s s�!e � p�ri ��T f ZoningBeard cf Appeals w,� y eta e �- Alex R°d°Iakls Chair' AUAus't4 and August 11 2017 ti 'BARNSTABLE,REGISTRY OF DEEDS John F. .Meade, Register / v cc � 1 = = nor� � Development of Regional Impact (DRI) Referral Form Please attach a copy of the original municipal development permit application or site plan review, subdivision, or other application showing the date on which it was received by the Municipal Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of Chapter 716 of the Acts of 1989, as amended. Referred by: Town and Agency Barnstable Site Plan Review Official Paul Roma,Building Commissioner X Mandatory referral Discretionary referral Limited Discretionary Referral (please see the back of this form) Project Name CC5 Hyannis Banking Center Project Proponent Name The Cape Cod Five Cents Savings Bank Address do Andrew L.Singer,Esq.,Law Office of Singer&Singer,LLC P.O.Box 67 Dennisport,MA 02639 Telephone 508-39e-2221 Brief description of the project including, where applicable, gross floor area, lots, units, acres and specific uses: Please see attached Project Description for the proposed redevelopment. Project location: 1520 lyannough Road and 131 Attucks Lane,Hyannis List municipal agency(ies) before which a municipal development permit is pending: Barnstable Site Plan Review Paul Roma,Building CommissionerQ,. - C) -I Print Name of Authorized Signature Date Referring Representative Forward to: Cape Cod Commission 3225 Main Street Barnstable, Massachusetts 02630 For Limited Discretionary referrals only: N/A Municipal agencies may make limited discretionary referrals seeking Commission review of development proposals under one or more issue.areas within the Cape Cod Regional Policy Plan, as set forth below. If a limited discretionary referral is accepted for review, the Commission will limit its review to those areas specified by the referring agency: The Commission will apply only those Minimum Performance Standards contained within the issue areas) specified below by the referring agency. Minimum Performance Standards outside of the locally specified issue area(s) will not be applied in the Commission's review. Prior to making a limited discretionary referral, you are strongly encouraged to contact Commission staff for information concerning the likely scope of Commission review under a particular issue area. This early contact will eliminate the potential for misunderstanding about the issues the Commission would examine. Please specify one or more areas for Commission review by checking all that apply to this Limited Discretionary referral. Land Use/Growth Management Natural Resources Water Resources Coastal Resources Wetlands Wildlife/Plant Habitat Economic Development Community Facilities and Services Transportation Solid and Hazardous Waste Management Capital Facilities/Infrastructure Energy Affordable Housing Open Space and Recreation Historic Preservation/Community Character Effect of referral on local board's time limitation to review an application: I For mandatory DRI referrals, the local review time clock is suspended immediately upon receipt of a DRI referral and resumes upon the Commission's vote to approve or deny the project. For-discretionary referrals and limited discretionary referrals, the local review time clock does not stop unless and until the Commission votes to accept the discretionary referral for review, and it resumes upon the Commission's vote to approve or deny the project. DRI.REF.FORM 2/22/95 I TOW!, C)` BARNUA,BLE AP 'YICAITONV'M;SM PLAN REVMW SPA ,r Date; BusinessNarge. The Cape Cod Five Cents Savings Bank Subdiisioriplari. Assess©r'sMap.4 253,Parcels 020/B00,T00,H00 8 Map 254,Parcel 12 xgperfy Ad ess 1520 lyannough Road and 131 Attuck"g9e.: ' 1 •Pan Book 76,Page 11 &Book 397,Page 15 (Route 132, Hyannis) O bTEFt_Ll P DPEItTY APPLICANT. Ti me; The Cape Cod Five Cents Savings Bank Narti0 The Cape Cod Five Cents Savings Bank Address: 19 West Road,P.O.Box 10 Arq,SS 19 West Road, P.O. Box 10 Orleans,MA 02653 Orleans,MA 02653 Tcllant 508-247-2216 Teeplie; 508-247-2216 508-240-3510 508-240-3510 ARC )D r>opW a crt}Rl rr tt A rrlA�r� Tai>ie Baxter Nye Engineering&Surveying Nye=' Andrew L.Singer,Esq. 4d"*76r s 78 North Street,3rd Floor Ad& Law Office of Singer&Singer, LLC Hyannis,MA 02601" P.O.Box 67, Dennisport,MA 02639 �'E1-q 508-771-7502 T eg? ne 508-398-2221 aX: 508-771-7622 508-398-1568 STORAGETAZ (HAZM.A'f/ ORisn�tt *❑ QN] ICiDISfTtTCTCLASSIEIGAiTION tEn = ProPased Das4riGt HB 4Ve (s) WP N be Number•. Lo.tArea 377�800 � � 8.7 A-e_ , :S rite.DDuistt 6t' Bamstable above Ground Abckve 0101144 � UndugEbund . Undetgr0 and S.et aejCs ft C"omen s. zon �onfe�s= .� :. Side:: :.Rear- - Numbe ,of Biiildmgs Exiting: 2..._.. -PT-oposed.. 1 UIR1 S., Deb�4h-t dli: Two existing buildings Sewer L] e EJ PnuateSiz . . 1 ❑ lblicrtstate. T4TAIbf)ir4AEAB',� 351 : . . EIedric n Aerial VA4090nu4. sistiYtg- Proposed i`ras 0 I,atwal. E3` P vpan (s.. s. Ot Grease T Saxe. basement.: SePrage Dail ROW * �?d B.esf ieniral•?' *Gp orV-P`areas�trtet yrate swater.disc Large:o 30 galliin§}der 1Zeta' . Aae.per day iato t07�system; ce ❑ { $ic0 FARKI TCZ SPACES 7t Cifl'S. Medical t ,�ted�nred .._ .�ist�g CsSmmexClal: es • . .'• _ _ Tp abie Eels Taal-. . .. . ; - �3Ba1C 7pe Q#18r 5CS QIt .1£ fee: Crass%0.X rea. See Project Plans and Description . r A Old i ng`s g i RBgio>;614storte DxstE etF e K _ pprave d w F T s:i�rfaineetate&out stone IhstrtetFie „�� pprQved� :EJ 3o N/A ..y ? i,.fisted.imllaa%an;d`lAx'Stat����sterof�stonc�'-ia�es. :❑ ❑: Fievious:ste:PRev1 F #' -APPrI vry' El1'_es Q No Pre-%oas Zotln aFd ofAppeals The; _ -- Apppo�ceW D Y:-es� is tht a1#e ideated n:a Flood AIrp.a{Sect pa.3,5.I) Yes I Axea o€;Crticalnvuonirienta7 Conoe2: Yes x 1�To s#he.?rojestwifhinXB.a'ofetlaitiResoue Areal xeS Io: Szte:si�eic €e�rmaTgr +►+ x yes ONO S�#e:PlaupFe2recvstet�taxspedand's�.gne �'rLb�.aRegisteied �anc3far�L9 x :Yes: 0No l3ai cing aridMtffic ct-oulagolt.FlEn x Ye$ �To Landscape Plan and.Ugh#mg_�'lsn x Xes ❑No i?rautage Plan Frith.caYculatons and- ittyP x des Oro: B ld}ng i'�at3s„{all door }ans,a vattans:and;crass:sectioas� x ;es C No. 1.�ote that,all ai�ma�e'miist he atiP-ro�'�il by Code Eufoieemenx E��Cer_af.f3�e.B.iiltl�ttt�Deb�r_f�nieat. tarea�.in:sq�ft.. sq.:ft �'otal`>��'�dng�sy foe�ii�nt s4.fi. u ,otocrage as�Zo o€ :ot. ; f3C�iA7�A"Y�RF1�Q'�FC•i'fQN-OAYi��53RTCF�E uui> N rs Q Dsrtc �s);_ - "uite GlesruZ (%j ginre�i piop Qse& } ttLICfF1tL$FJILDIi*iG.a AGCSSS0R-H3MI)INGU ©Yes I �iinbe o#ftoors: Hesgkit.eft ur�aber o.#Boois.���Ieig��` fit, BAR:_ ootz. R :: A F-Lb(3R $aserneut. sq_f[ 33asemerit: sq First: sd.:4L First. ...'sq,ft Attic Att^: sq_fi io _. .. Other i5pecify :sq ffw :O# er Please pro ict a brieff za�af Ve;&s. of_yql�—TWO—Tra3 Please see attached Project Description for the proposed redevelopment * See Project Plans and Description i.assert: fiat-i.} a camplsteci.(o cau9ed to:l?e-eoatpleted t 'f.4 e:Sit 1°Iari Rea�ie t,Apj tiraGon and that;to the best.Q g kn�a�tled�e,tb info atifla:su rai l hire is.true_ `- 3/310/17 By:Andrew L Singer,Attorney The Cape Cod Five Cents Savings Bank i ivied aP. of Agplic nt. sp-1 ottM:gznoG osG M)04. Application for Site Plan Review Business Name: The Cape Cod Five Cents Savings Bank Property Address: 1520 Iyannough Road and 131 Attucks Lane (Route 132),Hyannis Project Description and Design Narrative General: Three years ago,knowing that it would eventually need additional space to more effectively serve its customers and accommodate recent and expected growth,The Cape Cod Five Cents Savings Bank acquired adjacent properties located between Iyannough Road(Route.132) and the northwest end of Attucks Lane in Hyannis. The properties are currently improved with a retail building most recently housing an Ethan Allen furniture store,Mid-Cape Home Design Center, and an adjacent office building currently being used by the Applicant. The Applicant proposes to redevelop the several parcels of land which will ultimately be combined upon the granting of all necessary approvals and permits. Included in the combined site will be 1520 Iyannough Road and 131 Attucks Lane as well as portions of the unbuilt paper road that is owned by the Applicant and shown to divide the two principal parcels. Together the land size equals 8.7 contiguous acres. This location is centrally located with direct access from main roads into and out of Hyannis and will provide not only an additional convenient location for the Applicant's customers,but also much needed office and meeting space to accommodate the Applicant's needs. It is the Applicant's intention to remove the more than 38,000 GSF of existing structures and replace them with a new state of the art Banking Center facility. In the end,the CC5 Hyannis Banking , Center building will have slightly more than 78,000 GSF of space,with plenty of room for employees and daily visitors,plus the necessary support and amenities spaces. More specifically the redevelopment of the existing properties will include the following: • Demolition of the existing one-story, 32,255 gross sq. ft.retail building with no basement at 1520 Iyannough Road,plus the 5,904 gross sq. ft.,two-story office building with basement at 131 Attucks Lane, and related existing site improvements. It is the Applicant's intention to reuse the (4)ekisting site entries/curb.cuts (two on Route 132 and two on Attucks Lane). • Construction of anew, approximately 78,220 sq.'ft.two and half story office building (inclusive of a retail branch). 1 • Construction of a two-level parking structure with 99,733 sq. ft. of raised or covered parking deck to accommodate up to 240 vehicles. • Extensive renovations to the site entries,parking and driveway areas; with even more extensive landscaping improvements. Not only will this redevelopment be a major investment in the communities the Bank serves,but the design will also help fulfill the Bank's commitment to its ongoing Green Initiative. The opportunity to minimize environmental impact by choosing a site that has been previously developed and in need of being upgraded was an important part of the site selection process for The Cape Cod Five. In addition to incorporating environmentally friendly design principles into the redevelopment,the Applicant will work to recycle and reuse to the extent practical the existing building materials that are to be removed from the site. The plan is to build a"Green"building that attains LEED Certification. This will be accomplished by making the extra investments in a very high-performance building envelope,the most efficient heating and cooling systems, as well as a very large solar array. More information on this effort is included in several areas of this RPP response and our application materials. The proposed redevelopment of this gateway site into Hyannis will result in a significantly more attractive, environmentally friendly, and functional commercial property in a commercial zone. From the site aesthetics to landscaping, from the protection of wetland resources to state-of-the-art Green design, and from an innovative approach to parking to economic development in a desired service industry,the redeveloped properties will be a signature property for one of Cape Cod's leading businesses and a statement property for the Town of Barnstable. The Building: The proposed replacement building will be 2-1/2 stories and enclose 78,22.0 gross square feet of interior space. It is designed to accommodate 300+employees, customers,visitors, and/or guests. The building will house a small branch bank(1,850 sf);which will be open to the public. The balance of the structure will house certain Banks's operations. The plans illustrate the following features: Lobby and Receptions area, Branch Bank Office Space-private and open office areas Conference Space Cafeteria,Health and Wellness Areas and other amenities Outdoor Spaces available for many uses The placement and massing of the building have been designed to meet building setbacks and to best fit the building into the natural landscape and existing topography. The front entrance of the building is situated on the west elevation, opposite the pedestrian entry of the parking structure. 2 This location was selected for numerous reasons; above all is the fact that it provides a redevelopment opportunity. Also important is the fact that the site has two access points or fronts. The traffic patterns in the area will direct people to arrive at the new facility via both-Route 132 and Attucks Lane so the entry was placed to be visible and accessible from both arrival points and all parking areas. The branch bank is best located on the northwest corner of the building where it will be immediately accessible to customers and the flow through the drive-up banking canopy lanes is segregated-and safe_ The building is two stories;however the grading at the northeast corner allows the ground(or lower) level to be a walk-out level. This location is ideal for the service entrance and delivery dock. The building's layout and massing design are also integral to the sustainability goals as well. The proposal provides the ability to capture natural light into, and provide views from,nearly every occupied space in the building. In addition,the roof line has been specifically designed to provide a base for a large photovoltaic solar power array on the south and southeast facing roof planes. The area of the roof shown with photovoltaic panels is—15,000 square feet and is capable of hosting 1004 panels generating 416,552 kWh of electrical power on an annual basis. The entire building envelope will be designed to perform at the highest level of energy efficiency and. will greatly exceed current energy code requirements. This redevelopment project will be constructed to meet the USGBS LEED V4.0 Standard. The Cape Cod Five would like this facility to become one of most energy efficient buildings possible, adding to a short list of very high performing buildings in the entire Cape Cod region. All aspects of the design will be driven by energy conscious decision making. Along with energy conservation,The Applicant looks forward to providing a very comfortable and healthy work place environment as a result. The building facades have been designed using modern interpretations of traditional building forms and rhythms found in many nearby buildings. The forms and shapes,textures and patterns are not foreign to Cape Cod and can be found in local civic and institutional structures. In recent years many buildings have been built to incorporate new materials in highly efficient building envelopes to create modem buildings in a contextual way. The proposed replacement building will be clad in modem materials such as high strength concrete panels, concrete plank siding,high performance aluminum windows and glazing, and metal siding materials,all in familiar patterns. The light colored stone- like panels that clad much of the elevation will be high performance concrete panels erected in large. format pieces that resemble cut stone. The columns and lintels on the main mass of the office building are reminiscent of important civil buildings. The north face of the building has less glass and a more solid wall, a typical response to this orientation. The secondary materials are the darker panels and planks that add depth and hierarchy to the elevations. The end result is a single building which looks as though it has been assembled with many forms and volumes. The massing appears to be several buildings in a campus setting. The interior of the office building will be designed with relatively few hard offices walls, and the Majority of the space will be flexible workspace with modular office furnishings. This modern office planning method utilizes less square feet per employee workspace. The saved space is occupied by 3 r - collaborative meeting spaces and meeting rooms. The largest space in the design allows for the creation of a significant, enclosed outdoor courtyard which will be used by employees.daily and. guests and visitors for events. The outdoor space is accessible only from within the building and is a unique and special feature of the design. The Parldng Structure: Another innovative aspect of the design is the proposal to include a parking structure for most of the on-site parking demand. This.proposed parking structure comes with significant cost to the Applicant. However,The Cape Cod Five is committed to preserving valuable land area and the existing natural vegetated areas on the site as much as possible and this parking structure is part of that endeavor. The design of this parking structure was driven by a response to existing grades;the split level design cascades down the existing grades and utilizes the existing topography: The result is a structural massing that is.much smaller than would otherwise be needed and hidden from view. • The design also maintains most of the existing natural green buffer areas between the garage, Iyannough Road,Attucks Lane, and the commercial property to the west. All have been preserved to the greatest extent possible. The lower level of the garage is set in the lowest part of the site, and the upper level is less than fifteen(15)feet above grade at the east and north sides. • Although the garage is nearly 103,000 gross square.feet in total size,the footprint is only 3.4,000 square feet. This is key in that it allows this structure to house 240 cars on much less than an acre of land. A typical at-grade parking lot for this many cars would require the development of over 2.5 acres of land. The garage will be constructed of precast concrete columns, spandrel panels and structural deck sections. This method allows for creative use of color and texture to closely resemble the"stone- like"panels on the office building. Although it is a more costly system,the pre-engineered concrete structure is more durable and less costly to maintain over the long term. The pedestrian entry and exit at the SE comer of this structure will include the requisite stair and elevator access and will be enclosed with the same architecture materials as the main building. The result is a gateway to the site and balance to the campus design. The Landscape: The site,though fronting main roads on the north and south, is bordered on the east and west by green buffers;woodlands and wetland areas. The initial design goal for the redevelopment was to maintain as much of the vegetated area as possible and farther commit to reinforcing the buffer where necessary and appropriate. The combined land has two frontages along very busy'roads in Barnstable. The first includes a long and wide lawn area'along Route132 that actually lies mostly within the State highway layout. With Mass Highway approval,the Applicant proposes to improve and maintain this area as it is the most visible and prominent part of the land. The buffer along 4. Attacks Lane(in and beyond the road layout)will also be improved with new landscape features. Both front yards have significant existing natural buffers with many large and mature trees and underbrush that will be maintained and reinforced. The proposed landscape plans include the planting of hundreds of new trees, shrubs,perennials,natural grass meadows and lawn areas. The planting plans and plant list are complete and exhibited within this application. The highlights of the planting plan include: • dense planting surrounding the parking structure • dense planting along the Attacks Lane frontage • several bio-retention planting beds integrated with the drainage system • planted beds between the property line and parking areas numerous tree and green space islands within the parking areas • large green spaces between the building and parking spaces and driveways • specification of large mature trees to provide immediate impact • an enclosed courtyard garden for outdoor gathering and work space • garden walls and building signs that are integrated with the building design The formal lawn areas and planted beds are limited to areas immediately surrounding the building and the courtyard. Intentionally the design becomes less formal and more natural as it approaches the perimeter of the Property. The pond area at the east of the Property will be preserved and will be greatly enhanced once the existing office building(131 Attacks Lane)is removed from the conservation buffer area. Approximately 31,000 square feet of previously developed area within this buffer area will be restored and integrated into the adjacent natural topography. Although some of the more formal landscape areas are scheduled to be irrigated,the plant list considers water conservation using drought tolerant species. The ongoing maintenance of the entire landscape will include weaning the plants and lawns from frequent watering after they are mature and well established, as well as an environmentally responsible approach to both pest management and fertilizers. Access: The site will maintain and/or improve four existing driveways and curb cuts to public ways.'All of which have been in existence for many years. Two on Iyannough Road(Rt. 132)will remain unchanged. On the north side of the development the existing driveways will be altered to improve .safety and traffic flow. The site includes parking and access to the building and parking structure from both the north and south sides while the interior driveway between the main building and the garage will help reduce traffic at surrounding intersections. Traffic and vehicular details are defined in greater detail in the civil engineering documents and the traffic consultant's report. 5 The design team met early during the design process with Mass Highway to get their feedback;they have had no immediate objections and expect to review these plans once a formal permit application is submitted.- Construction: The building will have substantial concrete foundations supporting a steel superstructure and concrete floors poured on steel decking for strength and durability. A portion of the first floor and basement level will be concrete slab-on-grade construction. The attic level will be framed with pre- engineering metal roof-trusses;there will not be any occupied space above the second floor. In fact the truss roof is both an architectural and energy based design as it will support the solar array on the roof top. The building is designed to include large open floor areas allowing for flexible and changing office layout needs. Because The Cape Cod Five has committed to a LEED Certified project,the building will utilize the most efficient mechanical systems and energy saving LED lighting systems. The open plan design and significant glass area on the facades will allow daylight to penetrate deep into the building offsetting the need for continuous artificial lighting in some areas. The building skin will also be high performance,with highly insulated walls and high efficiency window systems. The exterior walls must be constructed to the highest standards to prevent infiltration and unwanted heat loss or heat gain. The energy efficiency of the building will be more expensive initially,but over the long term will realize savings through reduced energy use and operating costs. Infrastructure and Utilities: The proposed development will be connected to Town sewer through a new force main the Bank has been designing in consultation with the Town of Barnstable's Department of Public Works. This will allow The Cape Cod Five to permanently remove three (3)existing septic systems on the Property that lie within the Barnstable Water Protection Overlay District(WP). The wastewater from the replacement building will be sent to a new municipal sewer lift station that is to be built on the site. All other utilities such as water,underground electric,telephone cable TV, and natural gas are all currently present on site. These services will all need to be significantly rerouted or improved in order to meet the new designs requirements.. The parking structure will be fed with utility services from the main building. The parking structure is an open structure with no plumbing and it will not require fire suppression (sprinklers). Lighting: The lighting fixture package has been carefully selected to provide safety and security,while being compliant with dark sky, CCC and local design guidelines. In addition,the fixture selections have 6 been carefully coordinated with the architecture, landscape and civil designs in order that they are decorative, as well as functional. Building mounted lights have only been used to illuminate entry and egress points, and where required for safety and security purposes. Other accent lights are used throughout the Property to illuminate the landscape and accent the architectural elements and the signage. These include short bollard type and walkway lantern fixtures which light the sidewalk surfaces. The parking areas will be illuminated by a network of twenty single and double headed LED lamp posts to be installed throughout the parking on grade, and also the roof top of the parking structure. The application includes detailed lighting plans,photometric lighting analysis, lighting details as well as product cut sheets. I� Detailed Project and Site Statistics �z� �„�. '�,,v M..'�`�Y �'s T t�.4��f�� �s�..� .:�r '3 '�:�.s� 3 .rY 4 w =ac+�*.�� ri� 'at'•n'�� ,-r. a'€ ,r .�.^.:^ �}+��! G "Y'g 1' �,.5,: Total Site Area 8.7 acres 377,800 SF Upland Area 7.5 acres 327,360 SF Wetland Area 1.2 acres 50,440 SF �+d<Y"'A ec"3—� - ;§� �•�t 3�`�' r ;.�T �'rr'"rrr s 1',�.�+x`� �r�� �" ,atin �' .s�"�`.�F��z.r+'-���E'�� j�� �,�s'� ��,�', ��`�s,�'�`�"�...�',,,,e Lot Coverage (structures) Allowed 30.00% 98,208 SF Proposed 20.30% 66,460 SF :��.",'�"' �,t�'.,r_�r���r�:'�s.K. �`¢�?;�,wu ,�.x '�`i� �, � -x� ��s�+�`""d�n`�'' � .Yt�"',� ?�"�,�5�� "'tN s��?��`•,R�" '�•��`s. �`�,z.'�'�`_ :, Impervious Coverage Existing 28.34% 92,780 SF Allowed 150.00% 163,680 SF Proposed r 44.36% 145,227 SF HIM�+'rr�:`" , Development Areas See detailed calculation in the Opens Space section of the Response to the RPP Lz`t£ "'.,c�, '• ;,A .,�} �"�"' '�"ss �.y.''.ru' "� -tea'a --r k«' `T`x".�3*f k" � '� 1 � Total Redevelopment New Construction Lower Level 30,290 GSF First Floor 32,520 GSF Second Floor 15,410 GSF 78,220 GSF Area of existing structures to be (38,159 GSF) removed Net New Occupied Building Area 40,061 GSF Parking Structure 99,733 GSF Parking and Paving Existing across all sites Per Building Commissioner Proposed when complete !3 357 spaces ;",k+�-?�"rGr`-Tv.: Lex..y✓ .�5�a kpc+ ���,.�, s. � �?...Mae�s'��,�P, »5'„�_..fir,�*. �'�€33 rc�i«.S s:4f"3v�.'�Ndd-r-� �Y�' 2P.`�.Cz� �'+....�'�e--`� a v'-+# �° � �`'�'sP,. 8 �a e .Tt � I Commmihj Banking C66-d Since 1855 to THE CAPE COD FIVE CENTS SAVINGS BAND February 28,2017 j Mr. Paul Roma i Building Commissioner Town of Barnstable - Building Division 200 Main Street Hyannis,MA 02601 RE: Parking Calculation Analysis for Proposed Redevelopment at 1520 Iyannough Road and 131 Attucks Lane in Hyannis Dear Commissioner Roma, The Cape Cod Five Cents Savings Bank is proposing a major redevelopment of the above properties. The redevelopment will replace all existing structures and improvements on the land with anew approximately 78,220 sq.ft. large-scale commercial building for use by the Bank as well as a detached multi-story parking structure. The Bank's use of the property will be a hybrid of office space, retail-consumer service space, and assembly space. A copy of the proposed site plan is enclosed for your review. The redevelopment requires review by the Cape Cod Commission. As part of this review,we are required to submit confirmation that the proposed parking for the redevelopment complies with local zoning. We are thus writing to you to request 1)your review of the following explanation of how we calculated the parking requirement for the above redevelopment in accordance with the Barnstable Zoning Ordinance and how we propose to meet these parking requirements for the project,and 2) a determination that based on the following the proposed parking numbers for the project will conform to that required by the Barnstable Zoning Ordinance. ,We will submit such determination to the Cape Cod Commission with our filing. Section 240-56 of the Barnstable Zoning Ordinance establishes the Off-Street Parking Requirements for various specific uses. The hybrid use proposed by the Bank for the redevelopment does not fall neatly into any one,single.listed category. As a result, it is our belief that the most appropriate category.is"All Other Uses." The required number'of parking spaces for such uses is to be"determined by the Building Commissioner!' The following is our analysis of the proposed parking for the redevelopment and a tabulation that we hope you will concur with for the redevelopment: r • The.project is not strictly limited to one specified"use"as it is a combination of office space,retail-consumer service space,and assembly space as discussed below. • Current office building development standards (or benchmarks),be they in the privateer Government sectors, demonstrate that a more current standard for office parking spaces is one parking space/200-250 SF of gross floor area dedicated to such use. This is often due to the high cost of real estate and the increasing mobility of staff, and the rapid adoption of new technology. The proposed building will include approximately 76,370 GSF of space. not classifiable as retail,the bulk of which will be office space. As such,we feel that an average of one parking space/250 GSF is a more appropriate ratio to use for the purposes of use for this redevelopment. • Additionally,there will be approximately 1,850 GSF of space dedicated for use as a retail Branch Bank. We agree that one parking space/200 GSF as referenced in the Zoning Ordinance is relevant for this redevelopment. Further,we are programming into this building multiple training rooms and meeting rooms for larger department meetings, etc. The building will also include employee amenities such as health&and wellness spaces and a cafeteria. We expect that for these reasons,we will also see an increase in visits from our staff who typically work in any one of our other facilities. • The Bank also hosts a steady stream of auditors,regulators,and consultants-on a regular basis as required by the Banking laws. These official visitors often remain on site for several weeks at a time. • Finally,we will also have customers coming and going from the site every day. As a result of the above,we propose the following parking spaces for the hybrid use: Parking counts per design Office 1/250 SF 76370/250= 305.48 Retail/Consumer Service 1/200 SF 1850/200= 9.25 Visitors average of 50/day= 50.00 Customers average of 10/time= 10.00 TOTAL= 375. While we would like to reserve the right to recalculate these numbers at a later date based on a more complete design,we respectfully submit that the above analysis presents a reasonable and appropriate method by which we can respond to the principles outlined in the Zoning Ordinance and provide sufficient parking for the intended use of the building. I I i i At this time we would like to ask that you confirm that in accordance with Section 240-56 of the Barnstable Zoning Ordinance,the proposed Cape Cod Five Redevelopment is appropriately classified as"other use" and that the above approach and proposed 375 on-site parking spaces is reasonable and appropriate for the Bank's situation and site. If you have any questions, or if we can provide any additional information,please do not hesitate to contact me. Thanks you for your attention to this matter. Sincerely; Christopher W.Raber SVP/Chief Real Estate Officer Town of Barnstable Regulatory Services. Richard V. Scab,Director Building Division Paul K.Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 14,2017 Cape Cod Five Cents Savings Bank ` PO Box 10 19 West Road Orleans,MA 02653-0010 ATTN:Mr. Christopher Raber Dear Mr.Raber, It was a pleasure meeting you,Mr.Novak, and Mr. Canna on March 7. Thank you for the explanation of.your proposed project located at 1520 Iyannough Rd.and 131 Attucks Lane,Barnstable. Having reviewed the supplied documentation,this office concurs that the applicable category of . Section 240-56 for the parking of this project falls under the category of, "All Other Uses"as determined by the Building Commissioner. Based upon the various uses,the proposed number of 375 parking spaces seems reasonable and appropriate for the site and the needs of your business. If you have any questions,please do not hesitate to contact this office. Sincerely,. Paul Roma Building Commissioner t 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CU CAPE COD (508) 362-3828 Fax (508) 362-3136 * www.capecodcommission.org COMMISSION SECOND PRELIMINARY CERTIFICATE OF COMPLIANCE Re: Construction of Main Banking Center Building To: Property Owner/Applicant, The Cape Cod Five Cents.Savings Bank c/o Attorney Andrew.Singer 26 Upper County Road,P.O. Box 67 Dennis Port, Mass. 02639 . Re: Cape Cod Five Hyannis Banking Center(Commission File No. 170o6) 4 131 Attucks Lane/1520 Iyannough Road(Route 132), Hyannis, MA 026o1 (Town Assessors Map 253 Parcel 20 and Map 254 Parcel 12 Title Reference: Deed Book 27968 Page 116; Deed Book 27968 Page 195 **DRI DECISION RECORDED WITH THE BCRD IN BOOK 3o716 PAGE 253** Date: . November 2, 2017 This Second Preliminary Certificate of Compliance is hereby issued and acknowledges that the Applicant has properly complied with and satisfied the relevant terms and conditions of the: above-referenced Development of Regional Impact(DRI) decision, dated July 20 2017("DRI decision"),required for issuance of this Second Preliminary Certificate of Compl ance. tl w Pursuant to issuance of this Certificate,the Town of Barnstable Building Depart m ent maylssue permits for construction of the proposed main banking center building on the Site. Prior;tg and as a condition to 'issuance of building permits for the proposed parking garage, the Applicant must first request and obtain a further Preliminary Certificate of Compliance from the .0 Commission evidencing compliance with the remaining terms and conditions of the DRI decision related to issuance of a Preliminary Certificate of Compliance. Conditions in the DRI decision satisfied to date,in whole or part: Condition C3: The Applicant has partially satisfied this condition by obtaining(and providing copies of the same to the Commission)local Site Plan Approval,a Special Permit and a wetlands Order of Conditions. The Applicant shall provide the Commission copies of other required federal, state and local permits,licenses and approvals obtained,pursuant to requesting a further Preliminary Certificate of Compliance from the Commission. Condition C5a. The Applicant has confirmed that Project plans approved under town permitting are consistent with those approved under the DRI decision. This Certificate acknowledges minor plan changes to the lower level of the main banking center building depicted in the following plans,which are hereby incorporated into the approved project plans,to substitute for or supplement those plans and other documents originally approved,under and referenced in the DRI decision: Cover Letter and attached revised lower level(basement)floor plan of main building from BLFRA,Inc., dated io.20.2017 Condition C5b. The Applicant has provided a letter from the Projects general contractor confirming receipt of a copy of the DRI decision. Condition.C5c. The Applicant has provided the Commission a copy of a perimeter plan of the Project Site, as recorded with the Barnstable registry of Deeds in Book 672 Page 78. Condition C8:The Applicant has provided the Commission a list of key Project contacts. Condition Cie. The Applicant has provided the Commission a draft deed restriction consistent with the Open Spdce Deed Restriction Plan referenced in the DRI decision. Condition C16..The Applicant has satisfied this condition by providing the Commission an updated LEED checklist,dated 8.23.17, confirming that the Project design meets a"Gold"level of LEED certifiability, and a letter from the Project Architect BLFRA, Inc.,dated 10.13.17, confirming that plans submitted for local building permits are consistent with said LEED checklist. i Preliminary Certificate Conditions in the DRI decision vet to be satisfied Condition C3 (copies of further federal, state and town licenses, permits and approvals) Condition C9 (construction level stormwater plans and details) Condition C10 (sewering plans and details) Condition C11(supplemental landscape plans and details) Condition C15.(sidewalk plans and.details) SIGNATURE PAGE FOLLOWS Second PCOC-Main Banking Building.—Cape Cod Five Hyannis Banking Center(CCC File No 170o6) {November 2017 Page 2 of 3 SIGNATURE Executed this 2 day of Nov er 20 Jon n dman, Chief Regulatory Officer COMMONWEALTH OF MASSACHUSETTS 7 :�4 Barnstable, ss November 2, 201'7 . Before me,the undersigned notary public, personally appeared Jonathon Idman, in his/her capacity as Chief Regulatory Officer of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ] photographic identification with signature issued by a federal or state governmental agency, [ ] oath or affirmation of a credible witness,or[X] personal knowledge of the undersigned. JEFFREY MARK R18EIRO Notary Public COMMONWEALTHOFMASSACHUSETTS Notary Public My Commission Expires °°•. October 08, 2021 My Commission Expires: Second PCOC-Main Banking Building—Cape Cod Five Hyannis Banking Center(CCC File No 170o6) November 2017 Page 3 of 3 i 3225 MAIN STREET • P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CU CAPE COD (508}362-3828 Fax(508) 362-3136 www.capecodcommission.org COMMISSION SECOND PRELIMINARY CERTIFICATE OF COMPLIANCE Re: Construction of Main Banking Center Building To: Property Owner/Applicant, The Cape Cod Five Cents Savings Bank c/o Attorney Andrew Singer 26 Upper County Road,P.O. Box 67 Dennis Port,Mass. 02639 Re: Cape Cod Five Hyannis Banking Center(Commission File No.170o6) 131 Attucks Lane/1520 Iyannough Road.(Route 132),Hyannis,MA 026o1 (Town Assessors Map 253 Parcel 20 and Map'254 Parcel 12 Title Reference: Deed Book 27968 Page 116; Deed Book 27968 Page 195 **DRI DECISION RECORDED WITH THE BCRD IN BOOK 30716 PAGE 253*# Date: November 2,2017 This Second.Preliminary Certificate of Compliance is hereby issued and acknowledges.that the Applicant has properly complied with and satisfied the relevant terms and conditions of the above-referenced Development of Regional Impact(DRI)decision,dated July 20,2017("DRI decision"),required for issuance of this Second Preliminary Certificate of Compliance. Pursuant to issuance of this Certificate,the Town of Barnstable Building Department may issue _ permits for construction of the proposed main banking center building on the Site. Prior to and as a condition to issuance of building permits for the proposed parking garage,the Applicant must first request and obtain a further Preliminary Certificate of Compliance from the Commission evidencing compliance with the remaining terms and conditions of the DRI £ decision related to issuance of a Preliminary Certificate of Compliance. Conditions in the DRI decision satisfied to date,in whole or part: Condition CT The Applicant has partially satisfied this condition by obtaining(and providing copies of the same to the Commission)local Site Plan Approval,a Special Permit and a wetlands Order of Conditions. The Applicant shall provide the Commission copies of other required federal,.state and local permits,licenses and approvals obtained,pursuant to requesting a further Preliminary Certificate of Compliance from the Commission. L' Condition C5a.The Applicant has confirmed that Project plans approved under town permitting are consistent with those approved under the DRI decision. This Certificate acknowledges minor plan changes to the lower level of the main banking center building depicted in the following plans,which are hereby incorporated into the approved project plans,to substitute for or supplement those plans and other documents originally approved under and referenced in the DRI decision: Cover Letter and attached revised lower level(basement)floor toor plan of main building from BLFRA,Inc.,dated 10.20.2017 Condition C5b. The Applicant has provided a letter from the Project's general contractor confirming receipt of a copy of the DRI decision. Condition C5c. The Applicant has provided the Commission a copy of a perimeter plan of the Project Site,as recorded with the Barnstable registry of Deeds in Book 672 Page 78. Condition C8.The Applicant has provided the Commission a list of key Project contacts. Condition C12. The Applicant has provided the Commission a draft deed restriction consistent with the Open Space Deed Restriction Plan referenced in the DRI decision. Condition.C16. The Applicant has satisfied this condition by providing the Commission an updated LEED checklist,dated 8.23.17, confirming that the Project design meets a"Gold"level of LEED certifiability,and a letter from the Project Architect BLFRA,Inc.,dated 10.13.17, confirming that plans submitted for local building permits are consistent with said LEED checklist. i PreliminaryCertificate Conditions'n i the DRI decision yet to be satisfied , Condition C3(copies of further federal, state and town licenses,permits and approvals) Condition C9 (construction level stormwater plans and details) Condition Cio (sewering plans and details) . Condition C11(supplemental landscape plans and details) Condition C.15(sidewalk plans and details) SIGNATURE PAGE FOLLOWS - j Second PCOC-Main Banking Building—Cape Cod Five Hyannis Banking Center(CCC File No 17006)- November 2017 Page 2 of g i I L i SIGNATURE Executed this day of Nove er 2017. Jon- o an,Chief Regulatory Officer COMMONWEALTH OF MASSACHUSETTS Barnstable,ss November 2, 2017 Before me,the undersigned notary public,personally appeared Jonathon Idman,in his/her capacity as Chief Regulatory Officer of the Cape Cod Commission, whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic identification with signature issued by a federal or state governmental agency, [ ]oath or affirmation of a credible witness,or[X]personal knowledge of the undersigned. 5L's, JEFFREY MARK Ri0E1RO Notory Public COMMONWEALTH OFMASSACHUSETTS Notary PUbI1C My Commission Expires Is October 08, 2021 My Commission Expires: Second PCOC-Main Banking Building—Cape Cod Five Hyannis Banking Center(CCC File No i.7oo6) November 2017 Page 3 of 3 Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Tel:(508)398-2221 Fax:(508)398-1568 Myer R.Singer www.singer-law.com Of Counsel March 12,2018 Via Email —i Mr.Jonathan Idman,Chief Regulatory Officer Cape Cod Commission . Q C5 3225 Main Street co 1.0 Barnstable,MA 02630 Re: Cape Cod Five Hyannis Banking Center,File No. 17006 r Dear Jon: M I am writing to request a Preliminary Certificate of Compliance No. 3 (PCoC3)for the above redevelopment. Issuance of the PCoC3 will allow the Applicant to obtain a building permit from the Town of Barnstable to construct the parking structure at the property. Attached with this request are copies of the following as required for issuance of PCoC3: 1. (0) Copy of the Barnstable Board of Appeals Special Permit Amendment Decision authorizing changes to the building(see No. 2 below); 2. (C5a) Copies of revised plans as approved by the Town of Barnstable. Please note that as part of this request;the plans include the following changes which we submit are minor in relation to the overall site redevelopment. Also attached is a letter from Kurt Raber,Project Architect,discussing these changes: A. Eliminate the drive-up windows and ATM on the new building; B. Reconfigure and lower the appearance of the parking structure by eliminating one level in conjunction with expanding the footprint(the approved design accommodated 240 vehicles;the new design will accommodate 217 vehicles). There will be a vehicular interconnection with the adjacent property; C. Add parking in the area of the former drive-up windows and ATM. There will be a total of 354 parking spaces on the site,a decrease of three spaces from that previously approved; and 1 D. Adjust the landscaping around the reconfigured parking structure and the building where the drive-up windows have been removed; There will be no other changes to the approved redevelopment. Access,deed- restricted open space,and the approved design on the Route 132 side of the Property will all remain the same. Building coverage, impervious coverage, and natural state will each remain conforming. The only building change is to the fagade of the replacement building facing Attucks Lane. The parking structure will be reconfigured as shown on the plans; E. (C5c) Copy of revised ANR plan; F. (C9) Final construction plans and details for stormwater and drainage(see No. 2 above); G. (C10) Final construction details and layout plans.for sewer infrastructure(see No. 2 above); H. (C11) Supplemental landscape plans and details(See No. 2 above). The foregoing supplements the following that were submitted in connection with PCoC2: A. Final Landscape Plan, including wetlands buffer restoration as approved by the Barnstable Conservation Commission; B. Meadow Area Planting Details, including Lawns and Grasses and Meadow Management Plan; C. Planting Area Preparation Details; and D. Plant Replacement Protocol; and I. (C15) Final construction plans and details of sidewalks, including ADA compliance curb ramps, sidewalks,and pedestrian signal infrastructure. Thank you for your continued assistance with the development. Very truly yours, Andrew Andrew L. Singer ALS/a cc: Elizabeth Jenkins,Barnstable Growth Management Director(w/att.) Brian Florence,Barnstable Building Commissioner(w/att.) 2 BAXTER NYE W ENGINEERING& Cape Cod Five Cents Savings Bank SURVEYING P4 Red L., dE Pormq�al Enyineds w on Lan Burvepn 18w11-1-1fda nd 026 t s1Mun-c-pa Pump Station Plans 2 F.,j 1520 lyannough Road and 131 Attucks Lane Hyannis,MA 02601 Applicant: EneineerlSun eyor Cape Cod Five Cents Savings Bank BAXTER NYE EN(TNEERTNG&SLRVEYTNG III Wz,,Road Rzeisrered Professional CM,—.41:1 O'653 Fneinan and Land Sune�or. ovs�, N* '8 Nnnh Slreor-Ind Fluor_H��annls.A1A 1)2601 Phonz:i5O81771'5()2 Fax:,9u81771-762'_ \TTN:htetlhze Edit, a Cape Cod Five Cents Savings Bank 10 West Road Orleans.MA 02653 Issued for: NOT FOR CONSTRUCTION/UNDER REVIEW Job Number: 2013-075 o a PLAN SHEET INDEX rn X No. DRAWING TITLE w E m'^o =a °xf -m c C 0.0 Cover Sheet = E�o a C 1.0 Legend and General Notes _ C 2.0 Overall Existing Conditions Plan C 2.1 Existing Conditions Plan C 2.2 Existing Conditions Plan C 2.3 Existing Conditions Plan e C 3.0 Master Force Main Layout Plan C 3 1 Pump Station Site Plan&Force Main Plan and Profile C 3.2 Force Main Plan and Profile C 3.3 Force Main Plan and Profile,Enlargement—Pump Station Site Plan C 40 Detail Sheet C 4 1 Detail Sheet Cover Sheet „ C0.0 LEGEND BAXTER NYEGENERA E� a CONSTRU Es ro s�wi �ME m.�L DR ws suB�cNmAcruls) n.Af.PR�ossD Ys.n.BE xwdG�n, sm�c PgDP9sm ENGINEERING& _ f TIOKK iFAWS AWL BE d ALCCimAimE IMIIII LL1S NMNWAY OEPARrFNR All CROS GA. �p "°o""°Y"� ---SE. SURVEYING Z srANURO sPNEnWFlunOra FDR NaaAYs Am eRmmw ssm),As aRRENRY icmgoRHCE INTH THE MOST CURRENT gmulRolEErrs OF THE U.S.I SOIR ---•.-_- --_� yFRPvRry IJE _ - - a,.N U TES OTHERNSE NOTED.II THPE ARE RJClS IH HN M THE POWIS wITH DRABIUOm ACT a CaOIOrIWTALTH OF WSSRCNUSEIIS, 71, -.._.._ _.._.._ - _ - - SPEEFlc(nOxs DR RmlEcr oaRIMFNrs,ME Hlwm mAllDum SHAL AaPLr. mCxnECNRAL ACa55 Ba+m. Reg blereE ProfessbnW EngNeaa I 1 --------- -w� - aMxEAD B,xdc nlEnna.Nx Alsl NL Nud f�Fx,1usE oowMErTs sw1 AISD caNFaa ro A11 mom AHDAxv+ms, a u Arm sAIm�D a Au PROPo�n Fvaugo ANo BRAodD sIWL SE ona Emla wrw)oro - _ Bpp1p ammlrar AMErmm.WIDcx AIE APRJCNRD ro Txls PRw¢. 'RenErm d ME FlEtD Alm AwRoxE�D x ME RRtDN+EsmrArN PRW ro — - 9�� FURIER caDaa TO arECWc NwDEBIUIr.,SPECBTUTma,amBu cns AND D. sw1 NOT/D+us of Q aE r� -^- ten- pB NpRCpOI lulE d1ETWdTAnaNS OF tIX'K AUI1glrTlm fuNxc JUIdSDICININ pEA ME d.OJEGT. ME uWI1I iHD SmNmID OF Ntt iGrURm WBHWT FdK 78 NVM St20t-Yd F7- N�ICOaI SWLL CCOm Ax0 SLNmWDS AND OF THE AUTHOIOOES HWRNO APPgOJAL FROM ME Ohm irEpi6murxE AND ANY WvaOlMmrAl AGENCY WHKd ---- - - - E N`SONEURLTY OF EACH mNIRA.AS 5 i SE THE NAVE du--H NTENN-cHANOE Npnnh,MOsvONu9elte 02601 NRESAR"'••` �•� - - - -Ay Oafs D6WC aiMam[aA➢D6 um R:N2T P0.0ER FOR SECURdG ACOIL�APPRWII9 AFmDPFAYITS D ro MBR APPUGBINT ro ME 1.IBOTN RDMARY IAm SECONDARY).1FIFPNONE TLL V..AND FIRE L >O�TOE -,�- - - uNvmEO Wu a oyeve•AnOl12v EPMIYENT OONOvTS NID-UR,ENUn NSUURES REOWED BY ME MPVGBIE P .-(508)]]f-]502 -- s1AE MB -, - - APPirwaf ME PRJIEtr D9ms waE il¢ um ETTsr As IF TrrtH HINZ BAnaniam ARE ro iE—NaaBC YMEANHo1E�NdiD�auRo SmuCnnEs F�r_ (SOB)71I-7622 �.- - SCONO NETEIO. SUCN STAHDWOS AE MME A PLAIT OF THE PROJECT DOp1MEMS BYFL D SINE[REPAW SN41 eE PmFORYm BY ME OEFIFItu.CONIRALTgy/SIIE ~f HNY m DJPa NI NL ASSOCNTm COSTS FOR COMPlE1E mECU-6 TI13 WOKK __--___ ------ NO,ro wn _,�- -�— REeFaa ae[ wl IYNn,MI RESENNce' BE 'CUOED IN THE mNPAGroRS PRKMG. �E nsAowx srACIIw.Twrq�0N9ouwll�i¢Fs�AID Fw AWiLIm µmxi RumIY°ow.ro mM EuvA NS OF olw.wcE AND swlrNrc SE-V4CO E's Na APPxonwTE FL- A rn P s r A rn P --- -�- B9RtloD ow BA91 lsmnE a Roam GNI BA90 WCOEINRY.9.INCLUOOFC TR G iLL ESIIWTm'NXICII ME CONRACIaE wv PREPMF BAsm MRN GRAD PUHs AD.nar NL RrRMAnW ONO wmM TNSS PUNS. ze onEn ON r—HE OF wxnaua:DAT�cr,T s.rATm uTm AN.omm UTUFUS ro ® DDaE uTa J.wNERE AN EmETdc anon Is FIND ro mKFur mx THE Pmrosm wad.THE Fmsxm WIDE mwx ME IDarS OF THE SHE rORK. �- PRG4F mIC OJB ITux F[ET mGTpR W ATHIN NND SEE O TH NUNPY 9uLL BE KCU—DETERMdm WITHOUT AAFAS aSNRBED Wf O mNSNUCmN S-I NAIGm IN KING. BEIGES Nor IN—FURNSxm TO THE EHONEER FOR A.O1xERW5E TRPOID SNNL BE ST E.K GWIB.IJL UJMH ARCA9 SITYL WNE A RESOUInOx W THE CONNCT. NOS SO�N RRON ED µ I/KED,SEmm.FEROUEm.UMFD NC MUICHED UNTIL WAS CONTRACTOR SHAL YAN ALL IMANCEYpFi3 wM THE IPPRWgN1E UTUTY COYPNIIm ABLUEM ME NOo�UJIM BORROW DdNl -S YeD 6 0Y0 TnS quo/5110 A.FOR OBTNrOm mNSTRUCIpx PERMITS.NOD PER�O -ALL NEW CWSIRUCIION,REIp'TIDN. G�ASOO NO,NIOE O<�OTIIEF DS� �mNIPIL�IOR SIWL��AEOF - ImATmx ANO ADJusTYETIr OF c s.EfEcrwc(dlxDodc umm rnUs).TEUPHWE.Gmc ;wEvs uxTn.T�cErATlax rL�s IaEN rEHwNmEr mrAaman. s1GEcs d—o Jn a" _ _ _ ATER swITAl[r SEWER slaw said.AND Axr oTNR vINF6.eDTn PUa10 snug FURNm srn9RDm wTd ERwaN mxIR0.aANNTs a olmfm W MAnNE¢ PRNATE AS REmam. CON BU LrA Nr ® ® Mop V Ilim 191uv BP.fO/NWIOOH wI VN Nq AND UNES ND:OJSHmOAI�NO�DEROmIdD Sri'IFMSW.LNRWASYTfi�CN�gE��ro THOSE ,Tp.THE mNRVCTOR SeWL WATER MOW.FEFNDE OR OTKERMSE WINNN NL SOOSED NID Nrz DE m b tw ELAN.ANO INVE NOT BEEN O'So MLT 7SI BY ME OwxkR iN �pmpS ARE�Hm TO TTHE SATTIISFAmaT OF ME NvrEH OR fi nEPPmduTNE Zm TOION IN ENOdEER OR THE.,RPRESOTrATE.£ E CON?OR NNL OETF1MdE ME UUCr ��INONALT AND VERIIWLY,OF AL EK4Td0 UTIUNS COIIDUnS UME. O N 8 u L T A N T FNSIRICNN ANO SVSTEY4 BETTE ME SWR OF AFY— J1.THE CCMPICfOR SxNl RESET ALL MONUI@IIATRN DdTIINm WWN:CDrSIRIICTIdI m S.AmI ��UW m MrIIR/L'IOR AORFm ro BE NLLT RESPal9BlE iQ✓AM'Nm AL auAes WNCH NONT AT HO ADa1mN,iL COST ro n1E LINTER. COIINILTOR Stall PROADE A SURLY SE OCCASIONED SY THE CONmACIDR•S F WWRE TO iE n1E INFAASTMKTII�UnNRS, SYL_ ® ® ula MaxNL nY BT A Pm ro ENSURE TNT ME MMWFNTA1mN IS RESET TO RS OROINLL U-TON. _ CONOUIrs NIO UNm FNMILY. PRESERVE Al UNOERORmND J urz INfA.p TIE AHD IITllnlm AS REWIRED. ME CONITGmOR MUST GLL bN SAFE'(AT -VENTS INttUOE BUT ARE NOT UMIIFD TO.TOWN OS I,US HmHWAY SOUNDS. U¢ VE �. AN9N�vNW, RUR f-BSB-dO-YEE)AT IE.ISr]E HOURS BEFORE ME SUXr OF mNBIRUCIIOx. SroXm�Y TUNE YO UNENRU.�IRON RODS.SGKES CONCRETE S0UHDS WIOIE BOINW AND S. THE COITIRAGTOR SHNL SE RESPa�E TO OLLL Ai rreT EN HOURS NFFAD FOR JE.WPCD 1RIIC16(VAC iRUC16)ro INVE AttESS ro NL CROS COUNIlH SE WNIKIIES. P R E P A R E O F Sta IEa C Fp.41¢RDEIm1 mDI dSPECO0N5 BY THE APRmPRWE AIRXdmY w ALmRDNICE MM ME rOwx OR: REDImmAEKTs,A9 Aw1xYaE. SEE DETAa 0—wq sasAJx TxuTmn OVER Wam muxmr MNIHOIE3 W.E.J, .ER Ac.6.B) Cape Cod Five Cents Savings Bank rRE xmRWr caNRuaOR snug NOTIFY Au UTILITY OOMPANI S.PU-AND do M INauodB 10 West Road ]. THOSE N CONHOL OF UdDlm HOT SHOWN W nm WIN.(SEE OHN m J]0.ACAS OF m W _ IS..MAS GHDEE 9)PROR TO CON--.AN wDRA EXCAVATION SAFETY: Orleans,MA 02653 AS�RESURT 01°VIB�IIIm S hcill OR OWN.R F tlF LOGLUTOWN ME ORJ A tIWI. lyd� O' O O O 1mI mllgn vAW 9. THE TES.T•Rw05[O•I—)MFids MDR[TO SE USING SE CONSTRUCTED x NATER- - ® # R WNFAE IPNIaSIE NE-USING-NO EaUER4L9 I-F.AS TEIIOVE AND NSEP. ® BNE d d 10.UPaF)AIFAm DF COHABIT,mNNAnoR BH LL N9tl NL NEus mNmlUrnoH RECORD DRAWING$ HAT ® ® Na01F TRNS Nm MPLY FWt AHO OSVN ALL NCESSIN,'IRAbi4.PAY ALL Ffa Am m11NLTat�PREPN¢AS-BUN ORAWOWS.STUIPm BY A W UfEHSm Pf6TT�BOHDS ASSOCuIFD TON SAME AND COamd.AtE wM 1NE ENGdFFI[AS ME (PET 1XAT TO ME BEST OF rIfDN xNwM1EOCE mlrl ,.¢ y9yL axlR lip N9 JWPIOR ATm BFUPME WNSIRUCTED NORK S d®Iml CCNRNOYNS WM ME �SUBMITTED TO THE ME-,II-AND TOIM OF E CONIRALTOR SHALL SE RESPON-FOR VO.N.TINT THE PROPoSFD SARNSTABIE a HMD COPY IBm EISITmNKI11Y(Pa AND AIIOCAD)MAm_ ro ® �PRTreDFENTsm—ON INE nAxsM.NOT oxF NUTS-KNOYN Fwsnxc Pam. �0NO aN rs P°E� N[ U°PaRNAT ON aY AT fr.sr n Maus 9P io wsoREu°uDN°a�:9rc��P0'Rn Ir IN�EC7i01 Rom w MC EN�I UH AND ME lOM OF 8UO6udE OPw L O 1mFr I. _N KE W sINLL caoR s A"IT"Rr-w AND TRuwxD AT IxE PRE-caxslRUCIIOx -AWIIECNML AND sIhIICNRAt DMM1Nos FON AL uEENm. THE Ta[M OF OPW SHAu WSETNE NL&IRIm ODNSTRmOON.THE Lam' (� av m a1N Iw 1O.IwILI olumsroxs ANIi wxsmucnox. BUladxc olYm,r sxowx HERE IRE FOR mNrRACIDa sIW1 xonI THE-I-AT USIST Na Iroua(9 eUSIHEss OATS)AEa✓,D klp, ]0m BNaM aaRm H w �NATKIN pM SITE WOUt lr AHD slpUm NOr N USED THERE alT OF A REa1IRm USPECI- ]NU ]Ru IOFaC 0Ca E dIT ME E%IEROR BUILDING COMERS FAW ME UIFST ARODIFCNRN PGNS ME COMIRICNR SMALL NOM BA%TFA LATE 2 COIIrRIC10R ro PRNIDE J COF'OS OF ALL KETS FOR ACCESS TO ME PUIa BTAnON }W ]Nv9 OAREID DOA 'Y ,,,_� w p QI@IT9a10!SURI2YTFIG?AHY 06CRPN1CB5 NlW'ED!SITE PILAF BFFO tlYFN Am S SE BUBDBJC PINS N PROC®MO pI1I AIFY PORIpN 6 SITEITE HTRIX NDIY.ME FOLLOWIFm OISPECMx3 Wnl BE PEVNRED: C '�" IFWNFC¢wn°-.TED so TINT IHKFm InJuusmBnrs TO ME SN urour uKF BE rA[siu1AT 0 ;D ERasION mxm0m AT UNIT OF TIowI PROR To m AL s .NL N sENiR tl a IW wa Ix 10. TO THE SWO OF OONETRUCIKIN THE CONTRACTOR—BUS FTA 9.RE➢.LE OF I—E SavIFR-RE ENISNEERINO WITH SEWER OPT.AFWMvm _ OTIONS YroRIN S ONOVI AND RS REPMSFMATWE SITYL NONY ANO INSPECIpN R-RT ONNf]a n5 mWRFII OR REPRESFNTAINE C. SE DONE d ACCamANm Ylld ME PROIEC! N m CO O -o YNEGf [ MEs DOmITFNiS/iID SPFCOIGnOrb p t G[V ® - upW PNEAv+r as rc 1R. ME roNrRAcraR sHAu CONAcr TIE mORIEED ro saEnmE A PREaONsmurnox w E rn j o _ _ MFEmC Ar UAsr iWm(2)—IWROR TO CCNRENcvm mraTRucIIDN. > > IIIIIIIIIII IIIIIII®I dms+RK ET f®� ®� HUT. •°�= 15. THE OONTRU—Ds MNx OIONME�E—EER FOR NR—L SEMI AHr � ® ® o m J N O1o59NK Bd InP 18.CONRKTOR SxN1 SE SO�r RFSW9BIE FOR JOB SITE SVEIY Nm NL Ca6TRCBM w'(�' C I T NIO/RORN£ w. 3 pB 91E SAFETY FO OCaSIRGICeDON IRMOD9D.-NOT-NE N Q O 97bml Dw STATE AND 1DGit O.9U NDUdFTEFHrs.WD RmUuiKH6 SIY11 fa1aMID BY A11 © 6ulON5 Dm RDBIF RApEM w WMR oONn EL ON ME JDB SITE AT ML TINS. PAN1mrt AR AEL R wRaOm 17. ME CONTA—SHILL REMOVE STUMPS RUBBISH.AND O-S FlIOY THE P (WSJ qc SITE —aF THESE NFEI9 WIlL HOT BE PmMrrIFD off THE P.m1ELT 91E MET E� IM>10E ea I[[FW® Ip mYTET Ra—iN�51fEVE ME_dSNE aFNI.Nm V4 COMa110M AT 1N p�AC�F xx4.V PNuc HMRIDI OWI 1 UNSURIIDE WIEPoN.ENmUFITFAm WR101 rNE IDIR OF WiNd SIIB(TIDED SHNL _ ® t101�N •`� IM5 gm1YECINI a B NL1wED.WALT No THE SOME i U" at WER AdcU"mvs�011.ID�aY. � F [�� �FEtl ® An wiN SWE m m51mrz Dtl�ER S On;ENA W.SNOW,KSL WNSIRU-N RUSBM TRASH,AND OTHER ��aFF11f1¢ O� 19. E.-wrnml THE IOOIS OF 4TFAD0m SWEL SE REYOVID AND RE4'T ALLY *0 M >:re WEW• UPON IPP1mvK a'THE-.-OROWHpE REPRmmUTNE � �I n CTINED 20.NE/S ONLDf THE COOTS OF PNOPOEFD-DISNiBFD SY THE:mNRlClai'S ly �r rliFldN PRa1 MRIWAL BY ME TUNER OR ITS REFN ITA1NE ..-...-- m IERAp IFIFla 41 iv Mnwp uY w[ SHALL eE MESTOREO BY ME COHOUtIOR TO MBR OKKRNAL OONOITION Ar THE S G CONNICTORS EJVENSf. -__- IRO ETATO B.FFOI Fw> • WJT 21.EJDSTpO SUBSIIRFNY Ra]t a rl0r SMITp Ox ME PLWS LP O SHALL RE ME -- Im a fEDADs� Ittwna s s oalmACla[ro FM�E TFEm NON oEIFTOarNTmN As ro ME ®® - $y-'- -6ii- 1bNp R.i9 N• 9.T-EDCOrRRACTai SHALL PR]N4T AL UxaRO0.pdD ORANNX SEWER.AID UNITY SHEET TITLE ® ----- --- , 'gs-sar. I1dD.FnNEA1mgI WUGm COHSIRmnW - ��m� REDBYTH ATME —RE Legend and General -- --- a y.��D EGNR WTRM ME PAOIER U1915 S1WL BE NTAINFD IS.DFSS NOTED Notes a.JOd15 BFIIFfFH XEN BINYINTfi GWICRETE 0.0IDNAT PAVCYEM Nm SAIMNr m m ITm[aa YiNaE D T�nMVEMENr sULL BE SE wqx RUE AK AxD B 14T ALL m.Au JO RSHEET N NO PAVEYEM SNNL SAWEUr TRUE Nm S AIL aVIEOD Olt I} WETi 9DIN .-. II N m 019M 9Na RE-EAIE PAVEYEN.VIO/OR SUGAR--SE RDM,m AND O C 1.0 NRAGED. PNm GATE,aD 1B ® =ERSERNOT FOR CONSTRUCTION/UNDER REVIEW a;::E:xR„ BAXTER NYE 61LS1 z ENGINEERING& SURVEYING � Ra9htered hrhslmal Fn9lnror 0+'M L Lme Suww'e mt _.�=`,�\q�U ■ l q i .�`/ 79 Nn Sb t-71d Haar Iba`\`) 0 \I4 I 1 %��� N,—fi Masco h—US 02601 i.r:,; / ,/ - JL—'--YL'�Z.`'-�—�v / 1 1 1 1 — -- `'1\sr��>�1f 1j r •^ Ph—-(SM)of-759z 7 Fa.- (5oe)m-76u 0 a .— 1T11P ._ ✓J''•.1';� F •• � _�'/•,T / '111��/ 11j�11111 — d\� ``�`� . F��` =_- ' in I djl 4ii11I "/ /By' i� CONSULTANT �_ • 0 1 rlll' / /'41 r /' _' 1 `.eC l \ r\ / ' CONSULTANT --a■i—{`i,f—':�4,"!%',',I,:—I';__;__,�__,�__^,,`�i`';� L """", '1��.• _Ay". \\iI't\I\l\\\`\\\\\-1i .ta��'I\.y\;.�\I,:\\i.1\_d1 1° \I\\!�\\i;' j I/I� I�_'I �/,-B_pi_`_\ l�_�__'�i\\\Ii \\\I `//_-e_�``_\I\\r' -i`rII %�y1''eIj s.rI - \\`--�----- -a- - --__.._. . C EponCoEdO FOR Five Cents Savings Bank 10 West Road Orleans,MA 02653 GENERAL NOTES ''r InMas�'asa rs�s�xrn smfYA sR mmuc A laps U A�srFa Ot�:,Ym RYE Na 7. aMWMRr On asr ro'n mm mws ew 'weds a amm sl RroECl4)mYEAC r�xlwY.T nn s.xa c N io a rmasx°mM�snn1 uu i yam w o� o v 'U xMwwnl'�Toa'Mm1w a Ras xo of a alLmn aw.ae IBcm N M®F RAVES 9tlN 1E®1 YOE OIINm RW NY OI M OOM ro t0 aWOf xE tNiFBa.••9SaF116 RdY E OI N O �e"�°mc"rs r�s"hna rww,ul mclm all�lm'd"' "' E N mYFMN RW1 Ml®E {era'M mF ui14IDN � (ap� M qWD rS.ra2 EVE WP ONi�61161AA A5 PEx NrSILLrD} W.�;,Z.0 rJ➢61N�L1®amC Q . C p 92HYI�N M'ITi1a 6�'IM1006 MYR "�-a ID EREf®RHGR?RYE MSC n� S STE Mm liE a im.Yos mmtclay.a mums(nY m 1N.• mloaxmM�mmm rew m Rr xE9 rr mml �Em rax rags' '. roam Rn MESP MO a1wA I.ID1Y �'i�rcWM1Ei5 K�.9@S RR O(06 usEY M Mars scram s>m.v.aouvsoi g SWE MROM9 mEl wero . MNPAMI.mE v mlllmllm ro A wfaru muwr "y _ (8Mbo9E fiOM 16 a/++4 a,m Onwrmw-�xtr w SNE YRIR mEMa ro m1R i ��mmA� InRs�ro nE s�eOmsmcml.M lawwm a ` _ AmYASA.arn2 wrl¢wars v uts M ssnl N,w MRmsRrz �c _ a wlm m t�vRw wol rro w\E aer I¢umm svn m M _ _ Yw.ai UII11Y Xam cow M mrmEroY rMEEs ro.R4T avant M a a aw xL drra Yxw Isn a aaimm m M mlmnu5 RaxE ro muE e0 11 - NM0.0w011[�Aq�d'OIT.E IEID man010 Ewes RAY Rw YEwrma M - M Framl r[oxrv'rW RE�E r!t>90t rm1 RMs lu Ral mam Mm®am naYx a uvula ro xuez xwwal�uErAiYIIO usrlEs wawt earc Omaeaa M am maul E T r I r� a �^� ff r• Tr Existing COnditlons Plan aeMta YFaRwnl M Sawn.M paa E lutes mr rxpM�ml w, a Overall Sheet Easmc semc ssiol mRwalA11 Omrsn Rar sync X.,SUDG. al RON r�ia aen Im. wfis�'s'mIN"aan6ilim.uu n�""'�'w rux A,corm OF RorIN SHEET NO m COI,Mf RM RYI E1r8'PRE RE 06.G.m NMllpl C2.0 aaD Ro.®ro flo om¢a Mrul n.IDle _ dRA/RR 9LLiOI M04D fml lltis 9¢IOI(WaEV MOIr Cs niE:M 08 fl IaISSOVID JIE r.AOn As rail InGaa rad MOOS wC .amfs uE sum a rwc RArr m s N rma ao IMvmaYa coma so o m too - 1 G1i0 1O�DwkERaEs MO—51¢Iw OIRD� ARI�MEO/NO.11IDB11\nw a ROO SCALE IN FEET NOT FOR CONSTRUCTION/UNDER REVIEW BARTER NYE .� �."mg7�'r'�,.r Ra va ——e—8--"w _ — — SURVEYING G / vi 1, l _ _ _ i 1 - -a„ �y'ws w w ��w _y i. -- _ _ `I _ '- r -sar'. ?"istared Prof—land Engheen A .% 3-2 - .. s' 1 - '- r 1"'y `F';'. and Lmld SU—y— , ,. Nwth Street-3rd Flom (_ Y ` '-• A w NA'' 'r NLann1A Yessechueetts 02601 2 — _ Pharro- • = _ 73'1� 31 (508)m-Tso2 ..n• _ _ 509 2z 4 _ _ ;LOCUS MAP f S % (rns{{nc is c s° • sss FND is e w Off / 1 6 6o0 0-'--/-- --/- ' \M'p.°""�'eJn``.`` \F\` � •\\� I�an_dJs u� ses'� II CON SULTANT F7-- - - _____________ - ��/• - ., -�- t O ON Bu sTANrBORDERING ___________ VEGETATED WETLAND KEM/- 9 FNEFANEO F OR — - Cape Cod Five C ents Savings Bank_._._______ 10 West Road Cdeans,MA 02653 IYANNOUGH ASSESSOR ID. - 0 .S`7 85c11-4(_ N1'p6'30'02x W -- '12.32' I-=,-PwmU? — ---It / , // / �NB�W' FRONP�B _ _ \� __ • - _ FRON3BLDd BETBaCJ( § m 1 I NR 9ERnc+Li_�� ` , VVV I I i i i•/ .oa, _ \ OS/50ti II i ii'wd'i i \ \.v ��+•�', :v°' ("Al /xi .xi, � , 1f1'.50' ,',%`��� •nrwos ��I�ELK�_, __ _ __ __� Ne lYNDSCAFEI'^u�� - Nd -------------- *am 7Bill I B 5�"i -_-- - i , t-�-�=_--�'':'' ='-•- a of W--�'� ,� --- -- -_ a D \ E.E.,TITLE Existing Cnditioo ns Plan la/m_-------- ---_ _ ga$_ _ \ , C t �-•_�� _nnwa.—��____ __ __ �,'� __ - ____ _--�-"� II�______ snEE No _ _ ___ ______ _ —————_` ai- _______ __ _ NRN- _ __ _ ________________ SG ^\ — / rwu• a�l'~�oNw--__-aH---- / '�'ki 3`-='_- ��_ ;-te. ....,;f- d/i� � -e`� VLF _�,,>:-__-� . GNw— G.aoG�GZ , ° /— —c o ao so --G —G '�-C �-HIM .�_ G —G—•—�——SGC—— \I —— -� -bSGAIE IN FEET T ------- `\- t AL x r x v 1 �-�c — _ _ ' '- -' BARTER NYE bat �:r."a� Pia --- 'l< \e• "` ,. r"_ ��_ ENGINEERING& ,.a I —'ivongyrm. _waE ro as _y ^; ro rvm WIG,-au / x�, r<I yr I I A I i_14�; f" v L "\--h w Z ' �G'� I ' / E'�"�-`�`� ——1—� a"- SURVEYING -f-' , w , uuae ^�y°n IR I ,�w'vy� �. ._. o��Q..aYd�,w�•_ ro W i I a P L/C)•�O FT �� I 4 I I i I - .a_._-- „ .. -r..... - 9-� .�� o! e��,�a�w �'—N� _� 'a I ; I 1 RWht—d Prolmaf-.1&'k' S 583138 E _:�asr._ .-._.._. 'a O J ,am,\ \ �w•�m ¢ Via✓ 9 P era _ 4 g q ,--ILnpl�y�I _i w aa 1 m10 Lard SurwX C: =w T 78 NarN SOeet-Ad Floc Maeaadwetfa 01601 .__ ___________________ "aw"r•aaa''QQ))""....-- _ -�;� .sx ___ _____________ ____ ___ xs � Xlwnh, �y ____ _ _ _ -• -.a-"- - - . _ u- - _ _______-_ _ _ '— _.._.__.R.... ....... .. ._ _ .-_____aSEfROUIL \II �// _ 11 e � `� �st.'ryxp Ph.. (506;7)t 7502 u � - __ Hs eo Ar,eeo S2J O I F. 1 6 __________________________________ `56I :_._ NO R U P S All N ,1 1 LOCATED EDGE - 5 / \ Ui j 111 p PSNAMB R JI RI �.Is tgtg OF POND I \\ \I I I II II111111 ; CONSULTANT 1 1 1 I I I1111111' 1 1 1 MAP 274 , Q, \ NauLTAN I �210 D5 YI iiii ® Ili;iiiil i i i I I I / a s N \I Ij11�11111� � I DAVID A )ONES TRUST �� 1 IRE PARED FOR; Xv i li�I 1\\ I 1{ 1 PAGE 27 CRpr.4nd Five Cents Savings Bank IIIII 11111\1\\ \\ i 10 West Road Orleans,MA 02653 4 C D HOTEL, LLC. / ' I III I �� N 1 MAP 274 `�\� ,- -__� . n lI, PARCEL 002 I \ \ 1 N/ DANIEL M. GRIFFIN, J `\ �«r _--- � ® RUSTEE 1 \\\\\\ \ \ /'_, 1' 1 w E J o O - 1 i, \ SHEET TIrL \ p�.�p t`./Estie Conditions Plan �b l�• �' `/ill `\�.l �I \I ; ; 11 -0' \I \ ; _ _____\\________ ___\� I EET NO / _----f�F ----------------- - ----- y ------ Q ----- --- --- ---- -- _ ------ �_ E:oa ae le A� 0 JO 60 g a ` 1 1 I /�� 1 1 1 IYANNIOUOI�ROAD/Ft01 scA c IN nc --4 1--- SGC (PUBLIC)3OCf_F7 `\ 1 I 1 /, i 1 _i ...«, « <« scAL o« BAXTER NYE Sad % 1 _ �• `/ III'; / ENGINEERING& �'y i/i% i ---____ ,�• `\`.\.` illliii ��� \/\J SURVEYING ! 1 \/ •\�\\\\ Re913taed Rnfetaian,1 Engineers d and Ladd S—)- -_ l 7E Narth Street-31d I � \ `\ •\\�/- `\\ 1 1 I\ \ \\ ___________ II�11 \ / Npnnis,Massachuaett.tb OM 01601 C 1 I I I \ \ \ I 8„\ / n 1\ 11 I 11 \_�_____`-�\ //Il \ 1 Ph..-(506)771-7502 IX \1 I 1 \\�\ \\\I/�/ I I \\\ I Fax- (5M)771-7622 \`�- �rttinn ; `\/ �./�___ \\\ 1\ \\ _\���\\ �/� � y •\w\\1 j Irnr.Emder-nle.cam �i c�� r ��e fu l \ \.\ - / `\1 1\\._ \\ I-- �l \I\,✓, \\\I I/�l I W / / O \\`1 R� , s nwP S rnNP 1 1 1 :�� �Tvr�_a\ h co— _I, v ,/ �fi; ' / , ;/' 1 NsuYrn Nr @_ ^ti OA- 1 \ I \ \I 1 CONSUITANT PREPARED FOR: Cape Cod Five Cents Savings Bank 10 West Road /0 RoxceunlN vnrx Orleans,MA 02653 s COVER.INVERT.76.0 77 E OI t60 1 1 \ 1 \ 1 O d, y \\I -- \I 1\ 11 `I --// i \\ MAP 274 PARCEL 016- g - I N/F COMMONWEAL MASSACHUSETI DEPARTMENT OF F d —/ / I 1,.. \\ \ \\ `•__�� \ \\`\ WORKS E i / _ 1 1 \\ \ \ ! 1 1 BOOK 807/PAGE c s I` __------ '-- Existing Conditions Plan MAP 274 --------------- \\ PARCEL 016-X01�� `\ / ` / ` \\ N/F COMMONWEALjjH�FJ SHEET No /� \� \\ MASSACHUSETTS �� �/��� DEPARTMENT OF PUBLIC 1 i I 1 1 / Dre: WORKS / 1 11 1 I /- A oz os s BOOK 807/PAGE 432 i // I i - w o w 60 SC IN FEET -_ `--' I 1 • .�..�. \ ern x .. x BAXTER NYE t$1 7 i � _\��\/lii iir//%'li/i� i ii / i i i lil `✓ i i i i i �\iiiii�i iiii��luiiiilir /' ���� ��� \'�i\p \� ENGINEERING& > SURVEYING - 1I aegli d I Sa—yaewal a ERanoNe 78 Nan),Street-W 11 �+e MOIII..eIf.02601 4i usy. (506)771-7 \ m F• - (sae)771-7622622 . _ ���-- -- - - --- -__'_- - �_- �. - i::./, I I =_- v� � ll( \\ I .,. 1 ♦♦..eaetetiRleeaR w Irlzl srnNv ,zii/= 1 y�"r��� ^s RA w•� �� \\ 1 //l�� 1 1 1\\ •' � ..\u1'I\I I` _ - :%� iij1111�:1 ' \\ 'III _ .>_=-= J con3uEr.nr I •�i/ '�\\'' / � \ 1 1 \\ .\ � `.`\ -/-'� ,i/�� 'lam\�\`�\ \ \\\\I 11\ I\ ���� 1111/�' \\\\` \ �o\ 1\\ CONSULTANT \O l� `-8d ' II I I` -/^I eo.,wm _ PREPARED FOR: Cape Cod Five Cents Savings Bank �' -IPp= II�J` I\`\\\•_- `�\`\ 1!%' i i 1 .'reB\ I\ \I`", ,:• I r ��II �I 10 West Road Odeans,MA 02653 va \ ` UTILITY NOTES: CONSTRUCTION NOTES: OPERATIONI'MAINTENANCE PLAN CONSTRUCTION SEQUENCE EAP, 3 eE3 :r eq o ro Es e.T a ON u moo«w om "�wONopORu T 71 ��ex: �• a _ w -1..Nm x m�xo we PPDo m< ; N O 6rAeDm WT3 OF _ N xOD m�u�RaFn N� ` E "amain. ♦oolO"`"AOmT.E,=u N"o"m O �R`" ®CEO TN IT w"a' c w _ o°ps.\ imw"'""m�mu°�cMa9ED.ro'r T .aw,we an»sE wtla tta unT O wNc a a o1FD"N�." sl�`DN.s OT, am DID win srna.ro rO+a."N ssm '®"♦ANAm"mTEeTNV1°'Ta er.+O10�'"'maxavOEE A`II AND"Nn°"' III THE TATE Alin O�vn eF w A •x NCAR_ u m DARF RA, S. 1C1jN AT ALL RUED To—T-I—T R mFOeva a 4m:N oEvnl RmER N�FR ROaN,_ w E a m o AND DTRr,®u REnFron. ARw E r F E AETM� c s�RTnnrx aAARrA¢muu-Ilwoom m.T♦mw Na umm C U A OF PER vu6N xox¢wrK 5 eE tNu eETREDI xATa AwRa\m uTw"�iATnE ro mix[oAlEe Olawo[WVATxN.m w Tlc R[smr. O.W 9rz w FrtawrAxa wTx vn a�` .0 m�PAxKro� In m¢ASRW.TSrzR m A V�iFM m R% Thm9 YA sAl9a g,may gEiEvo�En P Tt¢�� o.0 O Q ♦n-'uA�rloo//Aoenw�iiv♦ _ AND.e�pmpi�r�n¢ "". urc�wTav�»¢�s�arm Nam"mr`�T �'m1waRA�nrNxwm�®s a r P. ems-_ R.W. xmoiam m. KAAroWN31R ;n]RT s A tn\T a III MA Txe MT swA, ee Amwr Te tx rnia uram amvmss mdmm�. a AND E RmvmEp a♦A16 PAvt au6 E' _ ♦ RRF mRN1 BE Name¢T6iED ro,ea A 'TRx 3TAae Nt AaAS TeEia:Rr Nw¢vAe RFmvrtn � F. RI_ TN mvOms 9wA-MveRlm ro EXCAVATION ILL NOTES: oO a - /F �, `Oµ• ♦ Two - v""m`"`�ETRAeTaw''ro°N wEaaFE °AiI®"�s'Alm —mgm"`4°R,sas"n xo v mO'�ME,wO.e6ANmAmA aF rwex Txw.NfT m1omD 6 _ AAu eoFgt�ms wO'tla:'A Beer mamo ro trz.mTATEED AT sm,wA m�a I Ixmg.�Tx"`s `'.mM°'w��eEb�9Tu a n m»A�°wr oNma E a'w x aF moo Pm mmm° AID ® N OON E N mau oDrow 15 a NA AER{`F EADRA3 To O.mm!SNooNUTxwe♦A.RE 5 ro N>sOamF%�O min♦Oa 6 OR,.�o„, o A m wD�Ow m xE ma x mO. x g arzRa, r Drzm®�0 AD K mN�pAD„�F °Pamem of=WL " AOA9i"ET BRAE, °Pym O O «TAm".o oR D—OAFS.'�"e. ®°®On�..w M M,1�®SRO rCTM miNt@Ir m,maT[eNtAeT ro .�ifl,"WUC,mE V"R'Itwni•Nm4n.WxiR.ttNml 9�1u1 OOOAmIArt .0 iN3 9gN11 DGImrNCRD N A'IDGSE TFlE NO 3 N E E T i T l E ASemq>✓ rlgim IN NIW¢T.PtlslGtnale:: el,�Rex d AmN a-,ee, Master Force Main EraOK o w o R �o .°E R1. Layout Plan RO o as m ONoRaro.woa3 x amN s ro _ O "�a . °_�3 IY p f TLL TO TxE eA4EW OF®A¢ - ®Emxa.xNwawa wo wTu\mul fay. x E E T n _ �e a-aAr o 1>nroT_T-I D C-3.0 momxo A xETAv PA �F�Gearon o'�yuu bPxw T A T E:02 OS 19 TRddw6 A eAIX fawxo fa rmac waaprtAE ro m�[6 Tr[ 100 0 Itp 200 Ra�a xDaaxRar--> AKIN MET NOT FOR CONSTRUCTION/UNDER REVIEW E.ALE:V-100 ,� ►,%; "� L a �J1 �eYQ�L�'a ■1■I■■■■■1�■■1��■�■■3�■■Illii■ ■■■■■■■■■■I\\I■1 \��■■■1■:i� : . ■h��■■■■( ■■Fl��i ■��''■I�' III■I■ ■■■■■■■■■_�■���■�■�.r���■■■■ ■!��■■■■■��■■L�■■Rf■/IIII■�J �'!_.�.��.�:■�■ii■��■�A�� iY■■■■■ . u■lii■r�ii�i■II\■■Ili�i��■■II■% ��■■■i����7■■■■�1�1� �■■■■■■© . !!■i!■�■■■■II■■■il■ITi�ll�ice■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ 11111111111111� .. Dill■■■■■■II�A.��l1�I��J�%■■■■ �■■■■■■■■■■■■■■■■■■■■■■■■■ 1\ ■■■■■■■■■■1■■■■■■■■■ � � !■■■■■■■■■■■■■■■■■■ . Pump Station Site Plan& BARTER NYE bsl z C)'i ENGINEERING& SURVEYING c •�• _ , i,/� '-`�''--'---�__' '' I ;.� �-_ ��''� 1 � -_--'-_\\ ��\\� _, ;lul r I I � �wrrtaFed PIoF�,m Errom5s5 Chi,a d Land S— J c-- 1- z // w6ow4"WnaWT� � RNFl— at ..H.02601 / 'SF--y--- -- Ph"-(506)771-7502 ra..ea (50e77"1-76u �M I dTl yl�77�q�8 '" s(.. ��•�\I�\ \ ' [F\/1 �\ III I FBI I i "'" Pm u: PUBUC �� I I s7Anv /l' \ w _ _ 1611 i \ --�---------- ----------- ---- 1_w_ I Axo t� •iu� �\-_ ��-- 5 2°,0a 1 - - - ' /0 I � CONSULTINT — NsuEi AnT , - \��' I \ = Cape Ced Five Cents Savings Bank n I l T ' I 1 /o� 10 West Road III I I„I I DAVID A JONES TRUST 1 1 \ ) _ III I I I / \ I I \ �x'b� Orleans,MA 02653 11 1 1\\ I 1 At�lopmxa I I 1 Oft - 'li PLAN:FORCE MAIN STATION 11+25 TO STATION 22+50 `0 0 a 60 SCALE IN FEET post.15'98A1a.m1 uwal9wa 02 Y BO PA IF— WF 8 IN C N oa / 7+ v)K 0 w ErnJo y r Boa Ire a o x ATFA I wwww GpQ N 864 e .2 62p _ 55 5a I 14 �3 ii5a E 4! s� AAAA ®® 5 HEFT i TLE a Force Main Plan and Profile 11+25 11+50 11+75 12+00 12+25 12+50 12+75 I3+00 15+25 15+50 15+79 1++00 14+25 1++50 1++75 15+00 15+25 15+50 15+75 18+00 18+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+90 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 SIEET NO C-3.2 PROFILE VIEW:FORCE MAIN STATION 11+00 TO STATION 22+50 E:oz as,6 ao 0 0WR71°AL4 6 NOT FOR CONSTRUCTION/UNDER REVIEW aCAL E:A5910wN SCALE IN FEET rNi " .I•_A BAXTER NYE 94 z ENGINEERING& w- I l l I I I ;1 i �`` ;_ \ SURVEYING c II I I 111 i I I - RN t-d ProfeuW Enh— Ind.g an0 Land%my= 1 I ]a North 5trvet-Yd Floc �a x HtOnnie,N°asachueette 02601 �.L Phone—(sos)771-7502 Fav (508)771-7622 .Savt moo? SCH 40 PVC VENTK! \ PIPE &GOOSENECK \\ \VENT WITH INSECT / � \ \�CREEN ' ------ r\ �s�\ PR9POSED STOCKADE#907 FENCE NTH GATE NsuLTaN. \ PAR DET oy IL O\ MA\#2 SEE SAEE �, 1 'A%TIO�JAL`_E Al QCONSULT—IT .PaoPQS D VALVE VAULT S DETAILS ` T C V r `\ ROPpS�\�.4TURAL GA \GENER,KRfTt SIZED vREvaREo FOR: BOT P MUR &I IDENTAL FEATURES \ ` \ \ \ \ Cape Cod Five Cents Savings Bank \ C \ RETE 12AD FOR NERATOR — SEE DETAIL 10 West Road AL\ \S'TE C NTROL PANEL BOX, Orleans,MA 02653 ISMH I SE SHE T 1 \=-'+L \. I0� # R'SW17C�(JdM OUNTED ON FOR AgU1IILIN AI U T L \ \al \ m ED� AL y�JAI�HNT TO CONTROL PANEL O ��. \ Y y \/ - R bS�'b�FR\DIET (INSIDE DIM) SEWER PUMP TA �. ETAILS SHEET C4.0 PLAN:FORCE MAIN STATION 22+50 TO STATION 24+25.96 w 0 m ec i I GRAVEL DRIVEWAY SCALE IN FEU #442—C aAix uaolo�. —_ \ 5.LF 62 162 PVC ®`. wo, y I 1 S=3.2%. a n1 > 74 \�bv `\ \ W E s� 86 CF 8" SDR,35 \ ,\ \\`\ =a' c w 1r� > n .8 `.PVC e'S=0.4%.'�,, \\ m \ \\\` n%r w wx>a ua• rum 7o 70 PLUGGED AND \\ \ \\\ \ � \\ ,c vNi a as 64 e4 515 \50 7 \ \ �\ ez 62 = 33se se Sc�c se 6e ENLARGEMENT•PUMP STATION SITE PLAN '0 0 11 20 SCALE IN FEET - >• S4 i'-10' TLE S2 Force Main Plan&Profile, Enlargement•Pump 50 Station Site Plan SHEET N 21+25 T1+ C 3.3 TO 50 2t+]5 u+00 ZZ+25 2?+50 T2+)5 2]+00 Zk25 T3+50 T3+]5 24+00 THT5 2H50 HORIZONTAL DATE:OT W 16 PROFILE VIEW:FORCE MAIN STATION 22+50 TO STATION 24+25.96 '10 0 1'-4V 4o e0 ` °�IIM 6 NOT FOR CONSTRUCTION/UNDER REVIEW 6=a\6:A55H° SCALE IN FEET 1•�4' OMFLE plp�g _ BAXTER NYE tSl} AaW aPRem 1._.S star.BE Mm l TOENGINEERING& �'LL v D. AND SET AT FINISH GRADE Q 19Nc __--. .. 'ter ,a ar�n� aim m�nm a Lana wrw V z I s w..s•iSURVEYING 1' `' -- .. ..%AN.RISERS As O SOIRm OR - M.notr �Fue uv�Ao em S htendV PovYlaaabna�En mesa i AS OTHER—NOTED.ALL FRAMES 17. 0 RIMS AND N D- ro BE maw wxnc EaxAaaF AND NA1ERnar. O O 2 - AN CONTRACTOR TO j 4 nv� Rea S AC RAP OIY®t ��01YL TANRS.EeNES INAlID APPORIENNITs PLOW 1f1AN ROW iRAIJ PLAN i0R A COIRIETE AND NLLY L I.M. . �5treat- tto 026 gnj�( ' rma. Z ..: WF3URONAE STsrEM. .- _7 B N Masmtliusetta 0260t u 2 .m tl.aab,e a N18 (508)77,-7502 p 2 Fm- (508)771-7622 mr.Daxta-A— u x LO INO gpaN wa M p't€ `' ''"'N.,,••m eTANP TAMP T .wna"ten Fz"p1rvo r«, I rQ.,.N.m N.ea.Aa i OM= NM m ... ........ ..... oee.vo m m�,Rmiv wu•,r N,N owu CONSN.TANT PumP CNemOar(Wat Well) e1�11T71BEH PREPARED FOR ipyy�ryp�wr, N]0 LOAOINO I� �rn� Cape Cod Five Cents Savings Bank f ,®a 10 West Road Orleans,MA 02653 Pav ® IONI vuvp FM8rArNET1a9L4VAlYE SA R.PBF.ltlll 4.91t�V�V�Tm6001610N g®qm m NeR Asn rm ium,n®mx Nsm �i,o%wm awn n g ,I mMov A. e c o o "RA:oaR,E am�am-,en As�e awa m. \G _O � A mNv¢rt�epm va�i[1 mmrt wmor mmR s m un �p� �=b Ree e a w Ar�r cc am n¢R..Dom v ns anwcnou aen an.v C� eAnNN. Y`,`a _ ® um yr0 v Rer Nm ron Nnm a�aoT.wuauu r.on sra s.m,uma R'BO� vl IY of m � min twax wwoeq aw.ac an N Pu.wrw em.ausr m wa NOTE: E m o myp 0� Nm aAv eMe No eeI M 0�me90 rnxN.r,s era tma®a.muR) ,empty men u�� pp���� m xua OWaol a Rreee®rt mn.�rM,�a m �a C Y p� a.noe ®ma C M pe¢RYnpeme � AD .minlp[ � A pvAxnvma RAP � n=�y mix lm C Dee ¢mom eve.�avm rlm®al4v /a®m WMv[-.ue DWm alMz ewl MtK 11mt AF].vE wTM D = _ ��N.NRmm.mmxmmxNvvRNmt-�pmpw n SEWER uereuAnox m®619to T m— mea Rw AR•0 CErA1L - — I� - __ eaam:imv+T eNn H✓!i�{dllf� .m..as e.�Nae�e E 9� € R,m.m:Farme.o:aa vm.oNmmto-.o n 9.e yAEVE VALLr6m I01DxeT Tp. a"m°»P16 Ne eRe SRET E 9WF MR St A mm a m 3 pppee O,eP�am�a A w 1 A Ag al loF w Axa O amn 9,� D;t fl 5 eet w w nn envy xm NmprAnplm mpv mAr a immm n o SHEET C4.0 Vvtu[Bv+ s paua�u iY oc��1,w mm e m mernrt tofu®xoa,w¢ mM,vnwuZ w.¢ DATE!0 09 16 - �>I faQO®EpBBpO WMQE01AF1IWPelAlOI40 Y/llIE0Y1®IMA - �� Man ME NOT FOR CONSTRUCTION)'UNDER REVIEW eN Na .. eN . .. NOT FOR CONSTRUCTION/UNDER REVIEW BAXTER NYE ENGINEERING& fie' A SURVEYING z t ip ate- ems., ..,,.. x d L dd nW-dSS ry- Enym— 0E- snmr nv n At _'r"� 78 N Street-W N n- u. �aa Nrmmk. aoeotAusette 01801 � 3 a 4� m:Y�`� — a..�a A - ,R 8— Az Pnone- n z L _ J ti (sos(sos))]n] ]ez2-7so2f^r.tw=tar-nre.can Lm u ei=N. si=N. 11- e 5emm mi.o.c` I PIAN ?, ..... Fk gam. r m. NSULr.Ni ava a�r�rermnu rorr[.v.urr. vacea®oa tcaa�ra stEn CONSV=r nNi I F I BANDXf8HYB1YAN4RE�I88 OnopseABIWNANN E001" 1LM61uAN10{ECW18 oacFEIEBommAiBMTReamm ss kr u,aom—i C AIL oerAlL oera,a_ oerA� oerA� rnr.r EOA: 'sir arr �,mrw wx.r=a.r oc Cape Cod Five Cents Savings Bank 'm10 L: ":�'� a...N.a ram . Or West Road Orleans,MA 02663 10 'L O.O I0 rew) s.0°.wnro`r'm'..-un`.n"re'mr'mane' eto` '098 QB 'o8p '098 �Ae-• - III a ,m awa.. :u amu ao r 1 0 � "� Le oavncTm smrua onwunm � •• vmw,a-amrevwe aaa:..wrr.rrr=r-r ya o 0 raeemamaerm nree®am.m..=r,m omwra mma N�m eC E =J o r, oonaElE TttA6fBOCK �o- BLTF@ILFUA— WMMM OMMIE PAVMW MOM auV881MACE 831:TR7n Qo- au1�8 e{�ACE®CIIOx lhei+0io�oauam 8ll19 a �Y� oerAlL of='rA1L oEre.� oErA1L oL�rA1L m m L. LiT� ® mim oaix y rrr/rp •anf � A � p3 Mal raf Milo Wn� pr�� n�ems-eM-_ - a. P = arvr to A mmr, •mr amm¢ m�, p ma.e mm q r'rm b EWl w�.a. �1 Pu r BrATION ENq OBl FiE m m a� Sheet = wn Na Nw a�mr mn o+narnn.a '�' ® .. aru�Na omNr,s.�ro ac oeo-r,aa sNw a>�amra CC ® 1 a-1—.ra..me ' M am Flea ec mvae ap!;T BApC mo r.s a., s.o-m IIRIIY DWr BANG 01OWER DATA10MO QOIlDEM PAD Oc.a mmm ms m.aa was awa MPBfATW BICLOBBE a u,a romrnN eom ua vw.e m a moan mr r aaoc NTs CJErA1L DETAIL 01E?rA0_ BARNSTABLE PUNNING BOARD IAC4s BAX 1 ER d, i APPROVAL UNDER ME weDIw9DN FN(1i I N F F I;I N t;..ti I li't'I.Y I•+1 L NOT RE DATE: ,,� BAXTER NYE �� ENGINEERING& ro nE. aa aDE SURVEYING f 7 MIC w1IE1DAEL11Im AL ro m AR wm RE mwwaT[ Y4 RSL i .:Z;�r5 i/I] OD NO®I IYIF a NIDSD Bt BE ABDd R.WsfxM Ro/aafbnm ENgb— SNV[LL YNlal aRS w./ApOa) mM L d&—y— LOCUS MAP Saaw:f'a III N Mmm StnAt- 'Ram pint,wOaNlw®tte 02801 REDISMY use ONLr PnaO.-(sw)771-75oT t F. - (DOB)771-7622 m.bmtm-np.aern � REM L ------./...----- -� n BTAwP If coNsDi.-A :..,..� / RAP 274 DAPS ARCEL,DO, / TOOL AtsA- ]aa ml: vAn Aaw9 \''..::� eDaA 2&+AP/PADE me it CD/aROREN FND WNO ARd..]A7,/A!9.i.112 IC1E9 SHAPE aJ.1.12x MJN9 \ yf 1 / \ Y':o� SIMO PROM, RifMrIE6 ,a23N'(ATtIO1B LANIJ 1CP. U'r GENERAL NOIPS: NT \ Il1E ro ae REYDNED. (TP) a].7a'(OUD a1MaaDaY MLL M) �\ / LINE aE N1ENr a DR NK 6 ro DA[ME IOD MAOUIiI RDID BDltz)(Aim YAP 731,PARCD.011)C D N B U L T A �'�\` wlD rw tms 1m c,vD tm A•,na ro m®[tar r wM 2aaER to r w orolrr ro oaA6 Z\' \ j\\ Il�6d�S 1_rn mrAa.+l xdD •u+nNl'ary a8i8 < ( JAREA, (e.ax Klas) ceNNlNu.`, PING m-cman PREPARED F—i THE CAPE COD FIVE (D. / RAwxaua \(D.M Kx) a omaa o 99m 10�/t R`M m P.O. 11a� %t'w CENTS SAVINGS BANK / / A55FSIIm a 2sYDZo-mo + OWUAS wl mml wA1 P.O.BOX 10 s w \`..\ 19 WEST ROAD ®e6m 9R65 PAm In a®lODA]mm Rae 1n / `\ ACT�aa q ACIaR I10�ER"1C°°') I d BmE veae RI¢rm ORLEANS,MA. 02653 �LINE, ® � gBR��RpI Bam>s PAE 11 Rlil®Dlf YBB RRE a] 'a ?'E anal m�DE e�i;INGEm IN IN WRAx mmuRaE ea PRD1Ea111TL6 IA;BYLPEP aN2ME ` 2�/DN r.ND E DE*AR Rao RAx eom]97 RaE Is 15201YANNOUGN ROAD s OUGM =1 ERur RIA HYA ry S,MA. 02 ROAD • " I � zswR � HYANNIS,MA. 02601 11 1 8 t oma�nxrs e.mrz mE 1 unAxo'1IRIx =s.iM-— ————— P —N°—"-o^►ae.��11�864 -_-y— i/ $ asaaxr au IawAme. WEILWD AREA.IA21x S.P.a.Nx KR6 ——— __ ——— —— 2oE9 ZOOLZ - $NAPE FACTOR-1a.2 N7.a8'(RANNWCN ) —— —. YBIIAY m IROMI� AR ST 51a18' TRNEEg $ AIMAN UE R2DN m IEEAa I1DNT YAW'DE, A R W T -- YMEw lA/REAR SD&Of 6- IDR/AR D TT m�Is Is l 516'ffi .W rt m iN SIDE, wIWN mr cmV"AT R a UE NG mote t64K) •IK NR ORm rEET&INg ON I]2 rAmt ONCE A DIED—18.20N m now 06mAYR RAR w1P ODBO m MEA A.TIRE(IN-a11mD) 011-mm mIY NET MEEM(DEAR•mRREUE 0IDO WS) B—T 111 1EEe 0c Plvriux wRrairaE iaE IAs7aR Approval Not Required /DN I 7Agt1. AM OE1oDr LEGEND/SYMBOLS/ABBREVIA770NS s =` '�Bu TE M°b7�' Plan of Land [I -cOmmm BOUT®BOUND C aDaLY0 ADD S ' i ONE maven 12E w10EumR DIOM 5 SM ON MINOR-AW REDO D www1EO Ease7Ba Q .WEI AND FLAG D[i IM DZI OD'fls BNBET DDSUD RFUELEDIDN 1[IEd!%twDwm Raw AN Off PIT m" SWAY 1FD ANA 1 a0 91 DB/D11 ONCRETE RCM ORU ROLE 02t Ca5'w BIARR NFE fawE[RNO x RIRIEna m IEw05NY wwm TOII,aD AB[A13 no -iawD aAt.eD' a. EDP EOCE Of PAVEwENf py M ERUM o1MARw 9IOIM IM$OdL BY w•IDI WllOb ON wW[N 1.2alA DATE:fEaiUAPv 10.2018 !,{�w4 A RITE S N8 1Dr®V MIT im Da 91E MA MY Or RENR Of OJN=BLID[IR. 60 O tiu 120 ^t ca/Dn r'om'RmrDAOLi RENT a NIS FR 1N DEPEND).B Drawn m at MECMMI A DIIE Y'ARDI SUMS IN TEE, DIEI K ADVOR ED K OTND 5 AND BIBBED 10 EREV ND DAEImE10 x RARE NE. n C A L EA DETAIL • Town of Barnstable . Building Department Services BARNSTABLE MAMBrian Florence,CBO 1m1� i0rso " Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 , ,g R:� ( � Fax: 508-790-6230 February 7,2018 The Cape Cod Five Cents Savings Bank c/o Mr. Matthew Eddy Baxter-Nye Engineering and Surveying 78 North Street— P Floor Hyannis,MA 02601 RE: Site Plan Review#026-18 Modified The Cape Cod Five Cents Savings Bank 1520 Iyannough Road, Barnstable Map 253,Parcels 020800,T00,H00&Map 254,Parcel 012 Proposal: Modification of previously-approved plans including: revision to the parking structure and removal of the drive-up window. The new parking structure is revised from three levels to two levels with a larger footprint. This results in a modification to the westerly lot line as shown on the plan. The proposed changes result in new parking counts of 137 on the ground and 217 in the parking structure. Dear Mr. Eddy: 1 At the formal site plan review meeting held February 1,2018,the Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plans entitled 1520 Iyannough Road and 131 Attucks Lane, Barnstable,MA" 6 sheets, dated June 26,2015 with final revisions January 16,2018 and"Stormwater Management Report for Cape Cod Five Cents Savings Bank"dated December 14,2016,revised January 16,2018 both prepared by Baxter Nye Engineering& Surveying,Hyannis,MA for The Cape Cod Five Cents Savings Bank;garage elevation and floor plans, 5 sheets,dated September 13,2017 with final revisions January 22,2018;"Parking Garage Schematic Planting—Cape Cod Five Cents Savings Bank Hyannis Banking Center- 1520 Iyannough Road, Hyannis", l sheet,dated December 4,2017 prepared by Jenick Studio • Modification of the existing Zoning Board of Appeals Special Permit will be required. • An Approval Not Required Plan depicting the proposed adjustments to the lot line is required to be approved by the Planning Board and recorded prior to the building permit application stage. • Proposed site work must be coordinated with Conservation Commission conditions of approval. • Confirmation that sewage flows conform to wastewater discharge requirements is required to be submitted prior to the Zoning Board of Appeals'Special Permit hearing. • Implementation of the approved Stormwater Operations and Maintenance Plan is required. • Work within the Town Right of Way will require a road opening permit from DPW with curbing within the Town Right of Way to be VGC. A sewer connection permit will also be required from DPW. Contact: Assistant Town Engineer DPW-Amanda Ruggiero 508-790-6400. • Consultation with the Barnstable FD,regarding location of a 2nd onsite hydrant is required. Contact Deputy Chief Rick Fautz, 508-362-3312. • Abandonment permits must be obtained from the Health Department for each of the existing septic systems. • A Food Permit must be obtained from the Health Department for the cafeteria use. Contact: Health Dept. 508-862-4644. • As proposed, cafeteria will be utilized by employees only. • Entertainment and Alcohol Licenses(or One-Day Permits for each)are required from the Licensing Authority for any special events held on the premises. Contact: Licensing 508-362- 4672. • An onsite directional signage package is required to be submitted and approved by Elizabeth Jenkins,Director of Planning&Development prior to the building permit stage. Contact: 508- 862-862-4680. • Conditions of CCC DRI Decision, CCC File#17006 as modified,including but not limited to the following: o Prior to the issuance of a Building Permit the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions of the CCC DRI Decision have satisfied and that the project is in compliance with the decision. o Prior to the issuance of the Certificate of Use and Occupancy by the Town for the Project as modified,the Applicant shall obtain a Final Certificate of Compliance from the Commission. • Improvements proposed in the Route 132 layout are required to receive final approval from Mass DOT. • Applicant must obtain all other applicable permits,licenses and approvals required. Upon completion of all work,a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, l i Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence,Building Commissioner,SPR Chairman Elizabeth Jenkins,Director of Planning&Development Amanda Ruggerio,Assistant Town Engineer Deputy Chief Rick Fautz,Barnstable FD Darcy Karle, Conservation Administrator Zoning Board of Appeals Planning Board Health Department 3 1 4 ` BAXTER NYE Z' Stormwater Management Report . � for Cape Cod Five Cents Savings Bank 1520 Iyannough Road and 131 Attucks Lane Hyannis, Massachusetts Prepared for: Cape Cod Five Cents Savings Bank b 10 West Road Orleans, MA 02653 December 14, 2016 REV.January 16, 2018 e BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers, Land Surveyors & Scientists 78 North Street, 3rd Floor ■ Hyannis,MA 02601 AL Tel: 508-771-7502 ■ Fax: 508-771-7622 ■ www.baiter-n ey com Stormwater Management Report Cape Cod Five Cents Savings Bank December 14, 2016 Hyannis, Massachusetts REV. January 16, 2018 SUMMARY The proposed stormwater management system has been revised by the new garage footprint. Revised information for drainage areas, the garage stormwater management system and study point affected by the revision has been provided.The drainage areas affected and included herein are P-DA-1A, P-DA-113, AND P-DA-1 F, P-DA-GAR1, P-DA-GAR2 and P-DA-GAR3. The garage swm system (7P) has been increase in size to accommodate the garage revision. The post development peak discharges and volumes for Study Point#1 have been updated and show a slight reduction from the prior calculations. Drainage areas and storm water management systems to the east remain unchanged from the previous calculations. Stormwater Management Report Cape Cod Five Cents Savings Bank December 14, 2016 Hyannis, Massachusetts REV.January 16, 2018 TABLE 1: PEAK DISCHARGE AND VOLUME RELEASE STORM DRAINAGE PRE-DEVELOPMENT POST DEVELOPMENT (YEAR) AREA PEAK VOLUME PEAK VOLUME DISCHARGE (ac-ft) DISCHARGE (ac-ft) (cfs) (cfs) 2 STUDY POINT#1 0.0 0.003 0.0 0.000 STUDY POINT#2 0.15 0.045 0.0 0.0 STUDY POINT#3 0.18 0.015 0.02 0.004 STUDY POINT#4 0.0 0.0 0.0 0.0 STUDY POINT#5 0.15 0.031 0.06 0.014 10 STUDY POINT#1 0.06 0.026 0.01 0.007 STUDY POINT#2 1.04 0.141 0.0 0.0 STUDY(POINT#3 0.32 0.029 0.09 0.012 STUDY POINT#4 0.0 0.0 0.0 0.0 STUDY POINT#5 0.79 0.082 0.29 0.044 25 STUDY POINT#1 0.19 0.068 0.07 0.018 STUDY POINT#2 2.40 0.24 0.01 0.005 STUDY POINT#3 0.49 0.042 0.17 0.20 STUDY POINT#4 0.0 0.0 0.0 0.0 STUDY POINT#5 1.48 0.131 0.57 0.074 100 STUDY POINT#1 0.77 0.167 0.22 0.040 STUDY POINT#2 4.90 0.418 0.92 0.044 STUDY POINT#3 0.79 0.064 0.31 0.035 STUDY POINT#4 0.0 0.0 0.0 0.0 STUDY POINT#5 2.69 0.217 1.09 0.135 ............................................. __... __ ..... ........ 81Page BAXTER NYE ENGINEERING & SURVEYING 78 North Street, 3rd Floor ■ Hyannis, MA 02601 Tel: 508-771-7502 ■ Fax:508-771-7622 ■ www.baxter-nye.com BAXTER NYE = 1,_______/i ENGINEERING& DRAINAGE' �LLDA-2D DRAINA'GE -'DA-Q �� i �� i / SURVEYING .6.OSI AC TOTAL r1TOTAL DRA AGE AREA Ry D 2C 0.o AC OlvfAxwS wo Ac `V '---��lam- f.430 AC TOT `.— `__ ;• .•�.'�.�_ /% i^ —_`— - s - F q9. 0. AC FFN QRAINA AREA BOA . �. -"�'�_�__=•_______ _�/-�_- ` M�^k�uu"maW.i.o�tso, 0 .lc_ -� "�-. _ may_ AINAGE gREA 0.o yleBixP� �- _ _______- .eml�wp Mmit o �--� DRAINAGE MEA- `DA-_ 151 --0.55 ACT NODS ♦h� 1 -'"' -i' ' _____�_� __�---==:i:f-_'�_�_-..-�::�:" ` AREA �; ••",,••, 0.383 AC TOTAL � an " _ _',� 0.2TBAC VFANOUs '-`--_r- POINT O.IOT AC II�DIx0U5 �::pp� PoGapeFlue Ge bSa pRO1 P.O Box 10110/19 Wa1Rm0 DRAINAGE A,P-DA-2A •-''::��; / ✓'/ ��i aaral I ` - - ` 0.064 G'TOTAS` 'cwi �u AlcA -DA=I 6•AC TOTA � r A. `"YY �/ � �� T L • E!1 A , '' 'A• -- STUD DRAINAGE AR \bA� �� �(1 /. ; f 0.2R7 AC m wM,A '�� .: POINT a2u Cpm PaM i. o Y .lA DRAINAGE AREA -UAI 10`` _ £ i(C� •�-'-'„•: -a" .��s' 7 :: '• _ t^ 0.138 AC TOTAL _ I t� Ao/Boures+z �' oaT:AcrcRx r" ga f—�---- --- AINAGL-ARfiA'YR-DA o.m .,o ... .---_---C�-- ' - 15AC T0TZ-* �q qg w�f- tl Q,oD AC PrnNe11F.= 0.fas Ac oIDFmlOos� ___o.93rA0almt0us_� \ __ it- ' fIYl11 II III I m ICI `;' Areas Plan i 'P-DA-1F k �17P. DEPRESSI N AREA P-DA-1B NORTH O GARAGE P-DA-GAR2 ; bn 7 P-DA•GAR3' HALF OF PPER LF OF UPPER LEVEL GA AGE GARAGE GRAVEL LEVEL GARAGE AR A cs ce 'P-DA-1A �15P ONTROL DMH#2 FROM OFF SITE CONTROL DMH#1 7P GARAGE SWM 1R STUDY POINT#1 SubCaf' Reach on Lillk Routing Diagram for 2013-075-PDA rev12-21-17 REVISED GARAG Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC 2013-075-PDA rev12-21-17 REVISED GARAGE Prepared by Baxter-Nye Engineering and,Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.540 39 >75%Grass cover, Good HSG A (P-DA-1A) 0.090 98 Paved parking, HSG A (P-DA-GAR3) 0.830 98 Roofs, HSG A (P-DA-GAR1, P-DA-GAR2) 0.170 30 Woods, Good, HSG A (P-DA-1 B) 0.650 32 Woods/grass comb., Good, HSG A (P-DA-1 F) 2.280 60 TOTAL AREA t i 2013-075-PDA rev12-21-17 REVISED GARAGE Type Ill 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 3 Time span=0.00-24.00 hrs, dt=0.20 hrs, 121 points x 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method SubcatchmentP-DA-IA:FROM OFF SITE Runoff Area=0.540 ac 0.00% Impervious Runoff Depth>0.01" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 of SubcatchmentP-DA-1 B: Runoff Area=0.170 ac 0.00% Impervious Runoff Depth=0.00" Tc=5.0 min CN=30 Runoff=0.00 cfs 0.000 of SubcatchmentP-DA-1 F: Runoff Area=0.650 ac 0.00% Impervious Runoff Depth=0.00" Tc=5.0 min CN=32 Runoff=0.00 cfs 0.000 of SubcatchmentP-DA-GAR1:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>3.32" Tc=5.0 min CN=98 Runoff=1.05 cfs 0.115 of SubcatchmentP-DA-GAR2:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>3.32" Tc=5.0 min CN=98 Runoff=1.05 cfs 0.115 of SubcatchmentP-DA-GAR3:GARAGE Runoff Area=0.090 ac 100.00% Impervious Runoff Depth>3.32" Tc=5.0 min CN=98 Runoff=0.23 cfs 0.025 of Reach 1 R: STUDY POINT#1 Inflow=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Pond 7P: GARAGESWM Peak EIev=40.19' Storage=2,257 cf Inflow=2.33 cfs 0.254 of Discarded=0.75 cfs 0.254 of Primary=0.00 cfs 0.000 of Outflow=0.75 cfs 0.254 of Pond 15P:CONTROL DMH#1 Peak EIev=41.43' Inflow=1.05 cfs 0.115 of Outflow=1.05 cfs 0.115 of Pond 16P: CONTROL DMH'#2 Peak EIev=41.43' Inflow=1.05 cfs 0.115 of Outflow=1.05 cfs 0.115 of Pond 17P: DEPRESSIONAREA NORTH OF Peak EIev=50.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Discarded=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Total Runoff Area=2.280 ac Runoff Volume = 0.255 of Average Runoff Depth = 1.34" 59.65% Pervious = 1.360 ac 40.35% Impervious =0.920 ac 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment P-DA-1A: FROM OFF SITE Runoff = 0.00 cfs @ 22.15 hrs, Volume= 0.000 af, Depth> 0.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.5511 Area (ac) CN Description 0.540 39 >75% Grass cover, Good HSG A 0.540 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment P-DA-1A: FROM OFF SITE Hydrograph 0.001 _______1-_L__L__I___I__1__L__L__1_-J--1-_L_. I___I__J__J__L__I___I__J__1__ aRlJnOff I I I I I I I I I I I I I 11 0.001 ---_____1__1__L____-I__1__L__L__I__J__1__L__L Type-Ill-24-hr' -- 1--1-- i-----II--- -L- --- 0.001 - 1 I I I I 1 I I I I I I I I I 0.001 BaTristabl6-002-;Rainfall=3.95 _ __;__ 0.001 ',.'--R---I-ff Ae' a=0. 40I-a-c-_-+--- --.�--Y+---"I 1- ----r-----I--- 0.001 - uno 0.001 „ -RLtn6flV6Iume4.000 -'I---"t--- - ofr__r__I__,__T__T' 1-____,-- _-r__I__ 1 I 0.001 I - r- i++--r--r--r--r--r-r--r--r--I---- ---r--r--1--�---r-- Runpff;De,ptfi�01:011 0.001 r,--r--r--1--r__r--i 1 -11- -�--r--r--r-r--r-- p 0.001 "',--Tc-'I_0-O-min----'---'-- -- --'-- ' 1 1 1 I 1 1 1 1 I 11 ---------------- -------------- - ..� I I 0.000 ";, -GN=39;---- -;---;-- -- -----;----- -- ------, -- -- ----------;-- LL 0.000 --I---'-- -- --' ---'-- - --------'--T-- --'--- ' -- -- -----1---I-- - 0.000 ,I -----'-- `- --1------'-- -- -----I---1 -- --'---' -'-- -- --------I-- -- p l 1 I I I I I I I I I 1 I 1 I I I I I 1 I 0.000 _-I__,_1__ -_L__L__1___I__1__1__L_-1___I-_i__L__1___ I I I I I I I 0.000 -----'-- -- -----I-- -- --�--'- -- -- --1-- --'-- -----'-- --1-- I I I I I 0.000 ---1--i--+-- ---1-- -- --~--'-- --+-- -- - - -- -- --1---I-- -- -- I I I I I I I I I I I I I I I I I I I I I 0.000 `-1---1-- --+-- -------i--+-- --I-- 1-- --+--1-- -�-- -- --1---1-- -- -- 0.000 ---I---I--�--r--r--1---I--�--r--r--1--�--r--r--I— --�--�--r--r--r-�---r-- 0 ---I---I--�--r--r--1---1--1--r--r--r-�--r--r--r --�--�--r--r--I---I--�-- 0 I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment P-DA-113: Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.55" Area (ac) CN Description 0.170 30 Woods, Good, HSG A 0.170 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1 B: Hydrograph I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �Runoff I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I Type III 24-hr I 1 I I I I I I I I I I Barnstable 002 Rainfall=3.55" I I I I I I I I I I I I I I I I I I I I I I I Runoff Alrea=0'.1 TO arc I I I I I I I I I I I I I I I I 1 I I I I i t l t l l l l l l l l l l l Runoff Volume=0.000 of I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 RunofflDepth=0.00" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P I I 1 I I I I I -f Tc=5.01I min O 1 1 I CN=30 LL I I I 1 I 1 I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I I I I 1 1 I I 1 I I I 1 I I I I I I 1 I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I 1 I I I 1 I I I I I I 1 I 1 I I 1 1 I 1 I I I 1 I I I I 1 I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 0.00 cfs ./ 0 07-7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 1/124-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment P-DA-1 F: Runoff 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.55" Area ) CN Description tion p 0.650 32 Woods/grass comb., Good, HSG A 0.650 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1 F: Hydrograph I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I f I 1 I I I 1 I I I I 1 I I I 1 I fi p e III 24-h r y I I 1 I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I Barnstable 002 Rainfall=3.55" I 1 I I I I I I I I I I I I I I I I I RunIoffl AreaI=6 65;I0 aIc Ru ofif Vol m 0.000 of I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 Runoff�Depth=0.00" I I I I I I I I I I I I I I I I 1 I I I I I I Tc=5.0�min b P 1 CN=32 LL I I I I I I I I I � I I 1 I I I I I I I I I I I 1 I I I I I I I I I t I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I 1 I I I I I 1 I I I 1 I I I I I I I I I I I I I I P I I I I I I I I• I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I I I 1 I 0.00 CIS 0 0 1 2 3 4 5 6 7 8 9 - 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Runoff = 1.05 cfs @ 12.05 hrs, Volume= 0.115 af, Depth> 3.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.55" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I I I I I I I I I I I P I I I I I I I I I I I I I I I I I I I I I f I , I I I I I I I 0 Runoff I 1.05 CIS I. Typ61II-24=hr- - 1---,-- - T- r--',--I--- --r- --1---I--- 1 Barnstable 0021RainfaII*3.55" h I I I I I I I I Runoff;Area 0.415 ac R uno ffI Vo lumI e=I 0.I 11$ a C l Runoff;Depth>3.33" 3 I I I I I I I I I 1 I I I L I I I I I I I I s C;NF98LL I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Runoff = 1.05 cfs @ 12.05 hrs, Volume= 0.115 af, Depth> 3.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.55" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I I I 1 I I I I I I I I I I 1 I 1 I I I ®Runoff I I I I 1 I 1 I I I I I I I I I I I I I I I I 1 I I 1.056(S I I I I I I -Tpe Ili-24-hr r--r--i--I---I--1- --r--r--r------- --r--r--r--r--I--- 1 I I I I I I I I I I Barnstable 00ZRainfallr3.55" Run6ff;Area=0.415 aC I I I I I I I I 1 I I I I I I I I I I kunoff;Volume;I OA 15 a Runoff;Depth>3.33" T&5ffmih s Q 98 LL I I 1 I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I> I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 11124-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Runoff = 0.23 cfs @ 12.05 hrs, Volume= 0.025 af, Depth> 3.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 002 Rainfall=3.55" Area (ac) CN Description 0.090 98 Paved parking, HSG A 0.090 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Hydrograph --r—;—---r- -- --r-- 0.25 - -- ----- ------ �� 0.23 cfs i___i__a:_-i•,-i__i_______i__-_ 0.23 '---- J- i ; 7L- �- ' ;- - L-- -L 0.22 7yR1124--hr - -1 I I- �----- - �= ; -T -- -- 0.21 Ba-rn-sfabte 002'Rzinfa11'3.55" < --1-- -- --�-- -- -- -- -- --�-- 0.2 --r----1--1--r--r--I-----1--T--r ----r-- --T,--r--r--r-1--I`--r--r-- 0.19 Run;off�Area=-G.',, 90a�c-�--;--; 1--L-- --1- -- o17 F uno#i?Vo�uNne=O:Q2 -- -r- r- -- -- -- -- --r-- - -- 0.16 --i-- 7-- „ i---;,--7--r --r-7--7--t--r--r. -------7--r--r-- - - 0.15 -RllnoJL'Deptfi> it--1---1--1--1 --1----- --1-- ------------------- �' 0.14 t= II min` . -Tcb - -r------- --+--r ---- -- --+--+------- -- --+-- -- _ _ i�in n - ---- -- -- - 0 0.12 CN=981--r--r--r----- --+--r --,--+- r--r- -- --,--+--r-- EL 0.11 �- 0.1 -----1--+--r-- --I---'-- --+-_+ -I-- _-i-- }-- -----I-- --+--+-- -- 0.09 ------------------------------ -------------------------------- - 0.08 -----'-- -- -- -- -------�A--4-- --- ----- -- ------- --'--+--' -- 0.06 -----'-- -- -- -- -----'-- -- -- - -'-- -- --+-- ------- -----+-- -- 0.04 ------- --'----- -----'-- -- -- - -- -- --'-- -----'-- -- _,l-- -- 0.02 _______ __1__L__L______ __L__L_ __�_______ __ L__ 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 0 2015 HydroCAD Software Solutions LLC Page 10 Summary for Reach 1 R: STUDY POINT#1 Inflow Area = 3.384 ac, 42.49% Impervious, Inflow Depth > 0.00" for Barnstable 002 event Inflow = 0.00 cfs @ 22.15 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 22.15 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Reach 1 R: STUDY POINT #1 Hydrograph I I I 1 I 1 I I I I I I I I I I I I I _I__1__L____J1L_J__1__L__1__1__L__I__J__L__I__J__1__L_-I-_J__L__ ®inflow 0.001 ,' _____a 0.00cfs GOutflow 0.001CfS 0.001 -IlnfbwlA ea=3:384 ac--{--r---- --+--I-- --t--Io.o. ,' .---I---r--r--r-�--r--r--I--T--r--I--�--r--I--�--r--I--�---r� r- I-- - 0.001 0.001 - -------- -------- 'I I I I I I I I I I I I I I I 1 I I I I I I I 0.001 __1__L____J__L_-L_J__1__L__I__1__L__I__J__1__I_ _1__L__I--J__L__ 0.001 I 0.001 ' I ' ---r--r--r--r-y--r--r-y--t--r--I---r--r--r-r--r- --I--'r--r--r-r--r-- -I- -I--r--I---7--r--r--1--T--F- 1- 7--r----1--r ---I--7--r--l--1 r-- ------------------------------------------- ------------------- .... I I I I I I I I I I I I I I I I I I I I I I�I .= 0.000 i' I..--I-- --L_, -I -- J--I-----1-- ------- --I------ ----- -----r.-- --I--- 0 - LL0.000 i' -__I__1__L__I__J__L__L_J__1__L-_I -1 L:.-_I--J_ _I___I__1__I___I--1__L__ I I 1 I 1 I I I 0.000 I1__L_-I-_J__L__L_J__1__L_---1--L__I__J _I__J__1__L 0.000 0.000 1 ' --r--r--r--I--�--r--r-�--T--r--I--�--r--I---1 --I-r-1--T--r--1--1--r-- 0.000 0.000 i' I I 1 __1 --I-- I--I I 1 I I I 1 1 I I I I I I I I I I 1 1 0.000 . I __I__1__L_J__J__1__L_J__1__L__I__1 0 I I 1 1 I I 1 0 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type Ill 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 11 Summary for Pond 7P: GARAGE SWM Inflow Area = 0.920 ac,100.00% impervious, Inflow Depth > 3.32" for Barnstable 002 event Inflow = 2.33 cfs @ 12.05 hrs, Volume= 0.254 of Outflow = 0.75 cfs @ 12.47 hrs, Volume= 0.254 af, Atten= 68%, Lag= 25.8 min Discarded = 0.75 cfs @ 12.47 hrs, Volume= 0.254 of Primary = 0.00 cfs :@ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind me`hod, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=40.19'@ 12.47 hrs Surf.Area= 3,393 sf Storage= 2,257 cf Plug-Flow detention time=(not calculated: outflow precedes inflow) Center-of-Mass det. time= 14.8 min (768.0 -753.2 ) Volume Invert Avail.Storage Storage Description #1A 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field A 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #2A 39.64' 2,058 cf Cultec R-280HD x 48 Inside#1 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001=42.5 cf Overall Size=47.0"W x 26.5"H x 8.001 with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows #313 39.14' 1,354 cf 14.75'W x 115.00'L x 3.21'H Field B 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #4B 39.64' 2,058 cf Cultec R-280HD x 48 Inside#3 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.00'L =42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00' x 6.07 sf x 3 rows 6,824 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 39.14' 8.270 in/hr Exfiltration over Wetted area from 39.10' -42.35' Excluded Wetted area= 0 sf #2 Primary 47.00' 12.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.75 cfs @ 12.47 hrs HW=40.17' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.75 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=39.14' TW=41.00' (Dynamic Tailwater) L2=Broad-Crested Rectangular Weir(Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 12 Pond 7P: GARAGE SWM - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger@280HD) Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0" Spacing = 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long +1.00' Row Adjustment= 113.00' Row Length+12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5" Chamber Height+ 6.0" Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field-2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 2013-075-PDA rev12-21-17 REVISED GARAGE Type 11124-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 13 Pond 7P: GARAGE SWM - Chamber Wizard Field B Chamber Model=Cultec R-280HD(Cultec Recharger@280HD) Effective Size=46.9"W x 26:0"H =>6.07 sf x 7.00'L= 42.5 cf Overall Size=47.0"W x 26.5"H x 8.001 with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0"Spacing = 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long+1.00' Row Adjustment= 113.00' Row Length+12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0"Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5"Chamber Height+ 6.0" Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field-2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone . o00 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 14 Pond 7P: GARAGE SWM Hydrograph I I I I I p Inflow I I I I I 2.33 CS I I I I I I Ill Outflow I I I I I I I I I I I I I 1 I I I I I I I I I i I I I I 0 Discarded OW(A lnflrea=0:9201I a p Primary 6 Pea w=4�10.19'- I I I I I I I II I I I I I I 1 I I I I I I I Story/��/e=2 257 cf 2 I -/ 1 I� I I I I - I I L I 1 I I 1 I I I I I I I I I I I 1 I I I I I I I I I I ,I--7—r--1-=r--I--t--r- -I--7--r� -r-7--r--I--t--I--t--r--I--I--'7--- I I I I I I I I I I I I I I I I I I I I I I o LL L I 1 T "I. 0.75 C(5 P i. fs I I I I I I G I I 0]5 Cf5 I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I , , W ' 0.00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 15 Summary for Pond 15P: CONTROL DMH#1 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 3.32" for Barnstable 002 event Inflow = 1.05 cfs @ 12.05 hrs, Volume= 0.115 of Outflow = 1.05 cfs @ 12.05 hrs, Volume= 0.115 af, Atten= 0%, Lag= 0.0 min Primary = 1.05 cfs @ 12.05 hrs, Volume= 0.115 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.43'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975 7' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'P Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=0.98 cfs @ 12.05 hrs HW=41.42' TW=39.77' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.20 cfs @ 1.58 fps) 2=Culvert (Inlet Controls 0.20 cfs @ 1.58 fps) 3=Culvert (Barrel Controls 0.59 cfs @ 2.27 fps) I 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by,Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 16 Pond 15P: CONTROL DMH#1 Hydrograph I I I I I I I I I I I I I I I I I I I I F I I I I I I I I I I I 1 I I I I I I I I I 1 1 I p Inflow I I 1 I I I 1 I ®Prima ' I__ 1 I_ _ J I 1.05 _J__1__L__L__I__!__. Infiow�A�ea�O-.14'�51 - - --;- - � ' Pelak Elev 4;1 .43' I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I i I V I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I I LL I 1 I I I I I 1 I I I I I I I I I I I I I I I 1 I I 1 I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I• I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 _ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAM 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 17 Summary for Pond 16P: CONTROL DMH #2 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 3.32" for Barnstable 002 event Inflow = 1.05 cfs @ 12.05 hrs, Volume= 0.115 of Outflow = 1.05 cfs @ 12.05 hrs, Volume= 0.115 af, Atten= 0%, Lag= 0.0 min Primary = 1.05 cfs @ 12.05 hrs, Volume= 0.115 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.43'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=0.98 cfs @ 12.05 hrs HW=41.42' TW=39.77' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.20 cfs @ 1.58 fps) 2=Culvert (Inlet Controls 0.20 cfs @ 1.58 fps) 3=Culvert (Barrel Controls 0.59 cfs @ 2.27 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type Ill 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 18 Pond 16P: CONTROL DMH #2 Hydrograph ®Inflow 1 i .05 cis a i i i 1 i i i i � i i i i i i i Primary linftow Ares=�4151,05ois - - -- - - - -- - --;- --;-- ' Peak EIeV=41 Ail 3 0 lit I a 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 19 Summary for Pond 17P: DEPRESSION AREA NORTH OF GARAGE Inflow Area = 0.650 ac, 0.00% Impervious, Inflow Depth = 0.00" for Barnstable 002 event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev= 50.00'@ 0.00 hrs Surf.Area= 0 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 50.00' 13,579 cf Custom Stage Data (Irregular)Listed below(Recalc) Elevation Surf.Are-a Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 50.00 10 0.0 0 0 0 51.00 2,404 323.0 801 1 80 8,304 52.00 6,737 465.0 4,388 5,190 17,217 53.00 10,158 553.0 8,389 13,579 24,364 Device Routing Invert Outlet Devices #1 Discarded 50.00' 2.410 in/hr Exfiltration over Surface area #2 Primary 52.50' 170.0 deg Sharp-Crested Vee/Trap Weir Cv= 2.46 (C= 3.08) Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=50.00' (Free Discharge) L1=Exfiltration (Control's 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=50.00' TW=0.00' (Dynamic Tailwater) L2=Sharp-Crested Vee/Trap Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 002 Rainfall=3.55" Prepared by Baxter-Nye Engineering and Surveying HydroCAD D 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC - Page 20 Pond 17P: DEPRESSION AREA NORTH OF GARAGE Hydrograph I I I I I I 1 I I I I I I I 1 I 1 I I I I I I 1 I I I I I I I I I I ®Inflow ❑Outflow I I I I I I I I I I I I I I I I I I I I I I I I I ®Discarded W 1 I I 1 Ihflo ;Area-0.16501ac -®Primary I I I I I 1 I I I I I I I I I I I I b I I I I I I I I I I I I I I I I I I I PeI ak I Ele I v j I50.I001 I 1 I ' I I I I I 1 I I I I I I I I 1 I I I I I I I I I StoragetQ cf I I I I I I I I I I I I I I I I 1 I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I I I I I I 0 1 1 I 1 I I 1 LL I I I I I I: I I 1 I I I I I• I I I I I I I I 1 I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I 0.00 cfs 0.00 cfs 0.00 cfs 0.00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 21 Time span=0.00-24.00 hrs, dt=0.20 hrs, 121 points x 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach rout ng by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method SubcatchmentP-DA-1A:FROM OFF SITE Runoff Area=0.540 ac 0.00% Impervious Runoff Depth>0.16" Tc=10.0 min CN=39 Runoff=0.01 cfs 0.007 of SubcatchmentP-DA-1 B: Runoff Area=0.170 ac 0.00% Impervious Runoff Depth>0.00" Tc=5.0 min CN=30 Runoff=0.00 cfs 0.000 of SubcatchmentP-DA-1 F: Runoff Area=0.650 ac 0.00% Impervious Runoff Depth>0.01" Tc=5.0 min CN=32 Runoff=0.00 cfs 0.001 of SubcatchmentP-DA-GAR1:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>4.57" Tc=5.0 min CN=98 Runoff=1.43 cfs 0.158 of SubcatchmentP-DA-GAR2:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>4.57" Tc=5.0 min CN=98 Runoff=1.43 cfs 0.158 of SubcatchmentP-DA-GAR3:GARAGE Runoff Area=0.090 ac 100.00% Impervious Runoff Depth>4.57" Tc=5.0 min CN=98 Runoff=0.31 cfs 0.034 of Reach 1 R: STUDY POINT#1 Inflow=0.01 cfs 0.007 of Outflow=0.01 cfs 0.007 of Pond 7P: GARAGE SWM Peak EIev=40.72' Storage=3,709 cf Inflow=3.18 cfs 0.351 of Discarded=0.81 cfs 0.353 of Primary=0.00 cfs 0.000 of Outflow=0.81 cfs 0.353 of Pond 15P:CONTROL DMH#1 Peak EIev=41.50' Inflow=1.43 cfs 0.158 of Outflow=1.43 cfs 0.158 of Pond 16P: CONTROL DMH#2 Peak EIev=41.50' Inflow=1.43 cfs 0.158 of Outflow=1.43 cfs 0.158 of Pond 17P: DEPRESSIONAREA NORTH OF Peak EIev=50.10' Storage=1 cf Inflow=0.00 cfs 0.001 of Discarded=0.00 cfs 0.001 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.001 of Total Runoff Area=2.280 ac Runoff Volume= 0.359 of Average Runoff Depth = 1.89" 59.65% Pervious = 1.360 ac 40.35% Impervious = 0.920 ac 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment P-DA-1A: FROM OFF SITE — Runoff 0.01 cfs @ 13.73 hrs, Volume- 0.007 af, Depth> 0.16„ Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.540 39 >75% Grass cover, Good HSG A 0.540 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (mein) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment P-DA-1A: FROM OFF SITE Hydrograph I I I I I I I I I I I I I I I I I I I I I I I -- I---I--t--+--r--I---I--Y--t--I---I---I---I'--t--I---b-�---f--r--I---I---1-_y-- ®Runoff 0.01 3 I I I 1 1 I I I 1 I I OA1 cfs 1 1 1 0.012 ---Type Ill 24-hr -- --r--F--I--� --I--- -- -- --r-- ---- -- -- I 1 0.011 ' Ba�r�st61e 010-�2ainfi11=4.81 0.01 I I I I -Runoff�IArea=O.-t401 ac I I 1 I I I 1 RunoffVa'Iuriie.0.007 afL--�- -- 1- --;- -;--;- - - -- --;-- 0.009 Runoff;Depth>Q.-fQ"- - --;-- - -- -- -- --1---I-- -- -- 0.008I " T�e=1-0.0-ni'ir ,I - I I I-- I---I1 I -- --I--I---II---II---I---I -- 0.007 1 1 1_ 1 I 1 - -- -T--r-- --;-CN=139;- ,- T-gM - 1 --I ---I--;--,-- 0.008 I I t I I I I I 1 1 I i f I 'I I I I - I I 1 I I 1 I I I I I I 0.005 1 I 11 I I I 1 I I 1I I' i 0.004 " I I I I I I I I I 1 I I I I I I I 1 I I I 1 0.003 " I I I I I I I I I I I I I I 1 I I I I I I I 0.002 „'--1---I--7—t--r--1---I.---i--r--r--r -r--r--r--r--I--7--r--r--1--7---r-- I I 1 0.001 I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) i 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 23 Summary for Subcatchment P-DA-113: Runoff = 0.00 cfs @ 23.80 hrs, Volume= 0.000 af, Depth> 0.00" Runoff by SCS TR-20 me-hod, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.170 30 Woods, Good, HSG A 0.170 100.00% Pervious Area i Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1 B: Hydrograph J-_1_-1-_1__L__ --L__I___I___I_-J-_J__1__1__1_-L-_L_-L- � I 1 I I I I I I I I I I I I I I I I I I I I I ° --'---'---'---'--'--'---'-- '---=--'---'---'---'-------------- -- -----------'--- ORunoif -------------------------------------------------------------- ° Typ-e_11.1.24-hr-- -- - - -- --;--- -----------;-- -- - - -- --;---' ° Barfistablb O1 O Rainfall=4.81" -- --- - 7--;--r- 11- °_ -_RR_ nn_oo_ff__lI Ar_e l_ua_mI_0e_.=J1I 70.10I ° I;L--__-II;I-_-_-_II--_-III- --- +1I ---fI- �I - 1, ° 00 __1__1--I -- 0 Runbf ;Depth>0.00" 1 --;- -- --------;---;---;-- -- -- - - -- ; -;--- ° Tb=5.0;min- -- --;-- --;--;--;---;-- -- ;---;-- --;--;--;--; --;--- 3 r--r-----r- --I— --r--r--r--r—r—r--r--I--I---1--7--r--r--r --r-- ° I 1 I ---I---.I---I---I---I--7--*--+--+--F--r--r--I---1---I---I---I--t--*--+--r r--r-- ° ° I 1 1 I ° ___I__ I__1 _1-_I I I I I I I I I I I I 1 I I f I I I I I I I I I I I I I ° � - -- -- I _-I - I- -1 - _--_-I___I I - - -- � I I I 1 I 1 I I I I I I I I I I I I I I I I ° 1 1 ° / /r ! 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 11124-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment P-DA-1 F: Runoff = 0.00 cfs @ 22.15 hrs, Volume= 0.001 af, Depth> 0.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.650 32 Woods/grass comb., Good, HSG A 0.650 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1F: Hydrograph 0.002 /,___I___I__ I_____-__I-__I_-_-_j __F-_I-_-I___-_r 0.002 " I I I I L I 1 I I I I I o.00 CIS 0.001 1 I- H--I-- -`+ -----1`-J--+--�---I---I--�--�--{---I-- - �;Ype Ill 24=hrif I ---=--=--=------------------------------------------- -------- 0.001 Bartlstbl� 010 'Rainfall=4.81" --I---I---r--r--r----J---r--r--r--r-�--T--r--r--I--�--�-- ---r--I---I--� 0.001 Runoff Area=0. 50 ac 0.001 " RunoffWIumeT0.001 of I I ,9------,--,-- --II --I---I--i--r-----,---I--7--j--,---I---I-- -----I---,---I--j-- 0.001 Ru.n+off Depth>0,01;'- -- -- --+-- --�- -- i--+------- --+-- 0.001 ;- =SImin- - =- I-- I- - 1 I 1-- -- 0.001 o -C - I-- --II---11 --,-I-N=32 -- - -- LL 0.001 f 1 1 1 I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I 0.001 " --- - --4--T--r 7--T--r--I--1--T--r_- -- -I--1--r-- ----1--_T-- 0.000 0.000 ----------------------- --I--------------- -------- I I I I I I I I I I I I I 0.000 " ---1---Y--+--r-----1--+--+--r--�--y--+--*--1-- - ---I-- ---�---I---1--1-- 0.000 I ------I-- -- --------1--------I------1--------�- ---1'-�--�---I---�-- J----- 0 0 ` 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAM 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 25 Summary for Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Runoff = 1.43 cfs @ 12.04 hrs, Volume= 0.158 af, Depth> 4.57" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Hydrograph I 1 1 1 I I 1 I I I 1 I I I I I I I I I I I I 1. cfs 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I p Runoff 1 I I I I I 1 I I I I I I 1 I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I Type III 24-hr Bariiistabl'e 04Rainfall14.81" I I I I I I I I I I I I I I I I I I Run;off;Area=0.415 aC IunIoffVoluae=D,415$af--II-- - --II-- -- - - I I I 1 1 I I I 1 Runoff;Depth>4.57" � 1 Tc.— 01mih 3 I N I 98 I 1 1 I I I I I I 1 I I I I I I I I I I s C; =1 1 LL I 1 I I I I I 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 1 I I I I I 1 1 I I I I I 1 I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I it I I I I I I I I I I 1 I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I 1 1 I I I I I 1 I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Runoff = 1.43 cfs @ 12.04 hrs, Volume= 0.158 af, Depth> 4.57" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Hydrograph I I f I I I I I I I. I I I 1 I I I I I I I I I 0 Run oll 1 1 7 1.43 C(5 ( I 1 I Type III 24-hr BarnstabI6 010:Rainfall:4.81" I ' I I I I I I I I 1 I I I I I I I I I I I I I Runoff;Area 0.415 ac ; ; ; �y� -Ru'n off;-V-OI'u me=-Q.1-58'a-f---I-- I --------------------------------- I I I I -1 -1 I I I I I I I 1 Runoff;Dept>4.57" Tc=5.O;mih 3 I I I I I I I I I I I I I I I I I I I I I I s QN 198; f LL I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I 1 I I I I I I I I I I I I I 1 I I I 1 I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I 1 I 1 I 1 I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I 1 I I I I I I 0 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 27 Summary for Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Runoff = 0.31 cfs @ 12.04 hrs, Volume= 0.034 af, Depth> 4.57" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 010 Rainfall=4.81" Area (ac) CN Description 0.090 98 Paved parking, HSG A 0.090 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Hydrograph I I 1 I "1__r__I__I__I__I—_I__I__I__,___I 0.34 Runoff ----1--1--�---�--r--r--I---�--y—+--r--r—I--�--�--+--r--r—I--y--+--+--r-- 0.32 0.31 cfs 0.3 TYpe Ifl-24=hr, 0.28 Barnstable 010;Rainfall'4 81" 0.26 -Runoff Area=0.09-0 aic-,--Y--r ----,--;--7--r-------------r--r-- 0 24 - unoff;Volume' 34 af--1 0.22 Runoff Depth -4.-51" -- -- - ---'-- -- - ------'--------'--- i�l , > I y 0.2 1 1 �I - --r--r--�--I-- I 1 I ---------- I-- -- Tc0.18 =-50mjn r-- I --I---I---I--i--r--r--I-----1 7--r ---1---1--7--7 --7 7--7--r-- LL I I I 1 1 I I I I I I I I I I I I I 1 I 1 I I 0.14 ---'--'---'--'---'---'---------'--' -'---------------------- -----'--- ,I- 0.12 " I 01 ----r--I-'1--7--r—r--I---1--�--7-- -1---I---1---r--r--r--r-�--7--7--r-- 0.08 +__r__ I_-_IJ__1__L__L__I___I__J__1__ I I I I I I I I I I I I I I I I I I I 1 I 0.04 --------'-- --------------'-- ' ----'- - --------------'---I-----'-- I 0.02 I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 28 Summary for Reach 1 R: STUDY POINT#1 Inflow Area = 3.384 ac, 42.49% Impervious, Inflow Depth > 0.03" for Barnstable 010 event Inflow = 0.01 cfs @ 13.73 hrs, Volume= 0.007 of Outflow = 0.01 cfs @ 13.73 hrs, Volume= 0.007 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Reach 1 R: STUDY POINT #1 Hydrograph --I-- --r--r-y--r--r- --t--r--i--rt--r--=-y--r--I-- --7--r--i--J--r-- ®Inflow ' O.0 0 oUflOW 0.013 CfS ) I 1 I Ilnfloik:kea4., 4 I I i 1 1 _1 IL__I__J__L 0.012 I I I I I I I I I I I I I � � I 1 1 I 0.011 --1--4--F--i---+--+ 1--4--I---I--�--F-- I 0.01 r- --r--I-- --r--r- -- --r--I ' -r--r --r-r---r--r'--r- i--r-- 'I 0.009 ' i 0.008 i .1---i---t--r--1--�1--*--r----t--r--I r--r-r--* -r----�--r-- 3 0.007': I__1__L_-1-_J__1-_I__J__1__L__1 _ __I__J_ -1 -1 0.005 I I I I i 0.004 --I--- -------- --+-- - --+ +----�-- -- --i-- - -- i l I I I I I I I I 1 I I I I I I I I I I I I 0.003 --1-- --r--r-1--7--r- --r--r-- -r---- --r--r- -- --1---i-- --r-- I I�-_I--�--�--1--I--I--I---I--I--I- - -�--I--I--I--I---I- 1 I --i -J-- � 0.002 " 0.001 0 - - 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 29 Summary for Pond 7P: GARAGE SWM Inflow Area = 0.920 ac,100.00% Impervious, Inflow Depth > 4.57" for Barnstable 010 event Inflow = 3.18 cfs @ 12.04 hrs, Volume= 0.351 of Outflow = 0.81 cfs @ 12.55 hrs, Volume= 0.353 af, Atten= 75%, Lag= 30.3 min Discarded = 0.81 cfs @ 12.55 hrs, Volume= 0.353 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=40.72'@ 12.55 hrs Surf.Area= 3,393 sf Storage= 3,709 cf Plug-Flow detention time=(not calculated: outflow precedes inflow) Center-of-Mass det. time=26.9 min ( 774.5-747.6 ) Volume Invert Avail.Storage Storage Description #1A 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field A 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #2A 39.64' 2,058 cf Cultec R-280HD x 48 Inside#1 Effective Size= 46.9"W x 26.0"H => 6.07 sf x 7.00'L =42.5 cf Overall Size=47.0"W x 26.5"H x 8.001 with 1.00' Overlap Row Length Adjustment= +1.00' x 6.07 sf x 3 rows #313 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field B 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #4B 39.64' 2,058 cf Cultec R-280HD x 48 Inside#3 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 6,824 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 39.14' 8.270 in/hr Exfiltration over Wetted area from 39.10' -42.35' Excluded Wetted area= 0 sf #2 Primary 47.00' 12.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.81 cfs @ 12.55 hrs HW=40.71' (Free Discharge) 'L1=Exfiltration (Exfiltration Controls 0.81 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=39.14' TW=41.00' (Dynamic Tailwater) L2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 30 Pond 7P: GARAGE SWM - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger@280HD) Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0" Spacing = 53.0" C-C Row Spacing 16 Chambers/Row x 7.00' Long+1.00' Row Adjustment= 113.00' Row Length+12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0"Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5"Chamber Height+ 6.0"Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field-2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 000 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 31 Pond 7P: GARAGE SWM - Chamber Wizard Field B Chamber Model=Cultec R-280HD(Cultec Recharger@280HD) Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.001 with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0"Spacing = 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long +1.00' Row Adjustment= 113.00' Row Length +12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0"Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5" Chamber Height+ 6.0" Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field -2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 000 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 32 Pond 7P: GARAGE SWM Hydrograph i i i i i ®Inflow i i i i i i i i i i 3.18 cts i i i i i i i i i 0 OUtfIOW _ " a n� a --�-�--�---�--�---�---�--�---�--1--�-- Discarded �rll �0'W �►wea-0:9�01a ®Primary Nak 06v40.72' 3 StorAO&--3j04 cf -�--r--r-r--r-r--r-�--i`�"- -r--l--r--i--r--r r--r -1--r-7-- .L 2 3: 1__L_J__L J__L_J__1-J__1__i__J_J__J__ LL i I i o.00 crs 0 -4.4 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 33 Summary for Pond 15P: CONTROL DMH#1 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 4.57" for Barnstable 010 event Inflow = 1.43 cfs @ 12.04 hrs, Volume= 0.158 of Outflow = 1.43 cfs @ 12.04 hrs, Volume= 0.158 af, Atten= 0%, Lag= 0.0 min Primary = 1.43 cfs @ 12.04 hrs, Volume= 0.158 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.50'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=1.34 cfs @ 12.04 hrs HW=41.48' TW=40.01' (Dynamic Tailwater) 11=Culvert (Inlet Controls 0.33 cfs @ 1.80 fps) 2=Culvert (Inlet Controls 0.33 cfs @ 1.80 fps) 3=Culvert (Barrel Controls 0.69 cfs @ 2.39 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 34 Pond 15P: CONTROL DMH#1 Hydrograph M Inflow 1 p Primary i i i i i i i i i i 1.43 cfs i i i i i r i i i i i IinfIow�Area=0 415 '43°� Peak IeV=41.50' ----1--T--r--r--I---T--r----1- --r--1--l--i'--r--I--i--r--r--r-"1-- p t i 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 35 Summary for Pond 16P: CONTROL DMH #2 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 4.57" for Barnstable 010 event Inflow = 1.43 cfs @ 12.04 hrs, Volume= 0.158 of Outflow = 1.43 cfs @ 12.04 hrs, Volume= 0.158 af, Atten= 0%, Lag= 0.0 min Primary = 1.43 cfs @ 12.04 hrs, Volume= 0.158 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.50'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke=0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'P Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'P Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=1.34 cfs @ 12.04 hrs HW=41.48' TW=40.01' (Dynamic Tailwater) 11=Culvert (Inlet Controls 0.33 cfs @ 1.80 fps) 2=Culvert (Inlet Controls 0.33 cfs @ 1.80 fps) 3=Culvert (Barrel Controls 0.69 cfs @ 2.39 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 36 Pond 16P: CONTROL DMH #2 Hydrograph I I I I I I I I I I I I I I I I I I I I I I I 1 I I q Infl Ow Primary I I I 1.43 C(51 1 I I 1 I I I I I I I •l lnflow�Airea 0 4151'43cfs I 1 I 1 I I I I I I I I I I I I I I I I I I .5 Peak -410' 1 � I I I I Ilev I 1 I 1 1 1 _,__T__r__I___I__T__r__1__,_ .. __I___I__-__T__I___I__T__-__r__I__,__ LL I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I 3 I 1 I I I 1 I I I I I I I I I I I I I I I I Q I 1 I I I I I I I I I I I I I3 I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I 1 I I I I I 1 i I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I 1 I 1 I I I I I O 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 010 Rainfall=4.81" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 37 Summary for Pond 17P: DEPRESSION AREA NORTH OF GARAGE Inflow Area = 0.650 ac, 0.00% Impervious, Inflow Depth > 0.01" for Barnstable 010 event Inflow = 0.00 cfs @ 22.15 hrs, Volume= 0.001 of Outflow = 0.00 cfs @ 22.41 hrs, Volume= 0.001 af, Atten= 0%, Lag= 15.7 min Discarded = 0.00 cfs @ 22.41 hrs, Volume= 0.001 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev= 50.10'@ 22.41 hrs Surf.Area= 26 sf Storage= 1 cf Plug-Flow detention time=9.4 min calculated for 0.001 of(98% of inflow) Center-of-Mass det. time=5.0 min ( 1,242.1 - 1,237.1 ) Volume Invert Avail.Storage Storage Description #1 50.00' 13,579 cf Custom Stage Data (Irregular)Listed below(Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 50.00 0 0.0 0 0 0 51.00 2,404 323.0 801 801 8,304 52.00 6,737 465.0 4,388 5,190 17,217 53.00 10,158 553.0 8,389 13,579 24,364 Device Routing Invert Outlet Devices #1 Discarded 50.00' 2.410 in/hr Exfiltration over Surface area #2 Primary 52.50' 170.0 deg Sharp-Crested Vee/Trap Weir Cv= 2.46 (C= 3.08) Discarded OutFlow Max=0.00 cfs @ 22.41 hrs HW=50.10' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=50.00' TW=0.00' (Dynamic Tailwater) L2=Sharp-Crested Vee/Trap Weir( Controls 0.00 cfs) T 111 24-hr Barnstable 010 Rainfall=4.81 2013 075 PDA rev12-21-17 REVISED GARAGE Type Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 38 Pond 17P: DEPRESSION AREA NORTH OF GARAGE Hydrograph -- --~- --~- ----- ----+-------------- -- --~-�-- ----~- --I-- � � I � � L_J-_L-J__I__1__I__1__I__1-_I_-L__I__L_J__L_J__L-J--L_J__L_ ®inflaow 1 0.00 C(s 1 ❑�uMow 11 _J__L_J__I_-J__I__J__1__1 _1__1_J__L__1__L__1__L_J__L-J_ 1 �I (1- 0.00cfs ®DISCarCled 0.002 .' ' ' I�nfIIQ�N_IA,tea-0.650_aY-_;_ I I I 1 - ' - I 1 I I 1 --1--I__I_____I__I o.00�r� ®Primary /(��/ II� 1_ 1-- 1 ----1 ----1 --1--I --1- --- 0.002 -■ eak EIev� I 1 1 I ,'' ',' � I I I I I I I I I I 0.001 -1--1--T--r-r-1--r-1--r- r-�--r- --1 ' � � I I I � I 0.001 atora.g.e--I,c —r-T--r-T--t-=r`-I--r-�--r --r-r--r- --r- '1 I 0.001 --r- --r-+--1--+--1--+--1- +----*--1--r-�- -- - -- - --I-- � 0.001 - -- - --�- --1-- ----+--I--+--I-- --1-- - -�--r- -- - --1-- 0.001 _J__1__ j0.001 ____LLI _ LI _JJI____ILL-JJI_---LLI _JJI____III 0.001 --�I __�II__ 00.001 __ I---- I_________ ________ 0.001 _ 1 I i1__-__-_-__ _-_-r_ _1__-__1_ _r__1__r_ __ ,' 0.000 - --r-�--r- --r- --r-T--r-T--r-r--r -r- --r-�--r- --r- ' 0.000 - --r-7--r-7--1--Y--1--Y- r-t----r--1 --r----r--i--r--i--I-- I 0.000 0.000 0.00 crs 0 -- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 1 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 39 Time span=0.00-24.00 hrs, dt=0.20 hrs, 121 points x 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method SubcatchmentP-DA-1 A:FROM OFF SITE Runoff Area=0.540 ac 0.00% Impervious Runoff Depth>0.38" Tc=10.0 min CN=39 Runoff=0.07 cfs 0.017 of SubcatchmentP-DA-1 B: Runoff Area=0.170 ac 0.00% Impervious Runoff Depth>0.05" Tc=5.0 min CN=30 Runoff=0.00 cfs 0.001 of SubcatchmentP-DA-1 F: Runoff Area=0.650 ac 0.00% Impervious Runoff Depth>0.10" Tc=5.0 min CN=32 Runoff=0.01 cfs 0.005 of SubcatchmentP-DA-GAR1:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>5.51" Tc=5.0 min CN=98 Runoff=1.72 cfs 0.191 of SubcatchmentP-DA-GAR2:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>5.51" Tc=5.0 min CN=98 Runoff=1.72 cfs 0.191 of SubcatchmentP-DA-GAR3:GARAGE Runoff Area=0.090 ac 100.00% Impervious Runoff Depth>5.51" Tc=5.0 min CN=98 Runoff=0.37 cfs 0.041 of Reach 1 R: STUDY POINT#1 Inflow=0.07 cfs 0.018 of Outflow=0.07 cfs 0.018 of Pond 7P: GARAGESWM Peak EIev=41.20' Storage=4,903 cf Inflow=3.81 cfs 0.423 of (Discarded=0.85 cfs 0.424 of Primary=0.00 cfs 0.000 of Outflow=0.85 cfs 0.424 of Pond 15P: CONTROL DMH#1 Peak EIev=41.54' Inflow=1.72 cfs 0.191 of Outflow=1.72 cfs 0.191 of Pond 16P:CONTROL DMH#2 Peak EIev=41.54' Inflow=1.72 cfs 0.191 of Outflow=1.72 cfs 0.191 of Pond 17P: DEPRESSION AREA NORTH OF Peak EIev=50.24'.Storage=12 cf Inflow=0.01 cfs 0.005 of Discarded=0.01 cfs 0.005 of Primary=0.00 cfs 0.000 of Outflow=0.01 cfs 0.005 of Total Runoff Area= 2.280 ac Runoff Volume= 0.446 of Average Runoff Depth = 2.34" 59.65% Pervious = 1.360 ac 40.35% Impervious = 0.920 ac 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 40 Summary for Subcatchment P-DA-1A: FROM OFF SITE Runoff = 0.07 cfs @ 12.45 hrs, Volume= 0.017 af, Depth> 0.38" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.540 39 >75% Grass cover, Good HSG A 0.540 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment P-DA-1A: FROM OFF SITE Hydrograph i i I I I I I I I I I I 1 I I I I 1 I 1 1 I I I I 0.075 io Runaff 0.0770.07 cfs 0.065 ' T�IYpe III24=hr I f I I o.os - 'unoffAr"=,0.�40ac---------- ------------------------------- R _ I I I I I I I I I I I I I I I 0.055 ,? RunoKVolume-r .0-1-7af;__; 0.05 1 I 1 1 1 I 1 1 I, 1 -Ru noff;Depth>01:38;" 1 11 11 1 1 1 1 1 1- 1 1 1 1 0.045 --Tc=--- -J•--J--I---I--1--1--1---1-- I 1--L--1---1--J--�--L--I---1--J--1-- 1 � .b-min I 1 1 I I v 0.04 II 1 1 I --CN-39-I--r--r--I-----T--r--.r--I-- --r--r--1---I-----r--r--1--1---(-- O0.035 I I 1 I I U. ,_—J__-1__1__1 ' 0.03 0.025 ' 0.02 ' _I__L__y__+-_L__I_. I I I I I I I I I I I I I I I I I I I I 0.015 - ---"-- --------- --------- 0.01 f 1 I 1 .-_I___I__1__1-_L-_I___I__1__L__L__1- -_1__L__I___I__J__1_-L__I______ I I I I I I I I I I I I I I I I I I I I I I 0.005 " 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 41 Summary for Subcatchment P-DA-1 B: Runoff = 0.00 cfs @ 16.88 hrs, Volume= 0.001 af, Depth> 0.05" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.170 30 Woods, Good, HSG A 0.170 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1 B: Hydrograph I I I I I I I 1 I I I 1 I I I I I I I I I --I---I--r--r--r--r--I---r--r--r--r-ti--r--r--r--I--7---1--r--r--I--y--�-- 0.001 I r -r--r- r- I---r �--r--r--I- I- T--r--r--r �--�--r—r--r �---r-- 0.001 _ 0.00 eft _ -- 0.001 " -Type_111.24-hrs-- - - ; --;-- --;-- -�--;- -- -------J--1-- 0.001 -Barnstob1e-025-Rai - 0.001 - r----+--r--r----y-- --r--r--1-- --t--r- --I-- --y--r--r- -- 0.001 _RunofflArea,4 170'ac-- 1 -_' --' I � r I I r r r r--I--T--r _-r-�--r--r--r--I---I 0.001 Runbff;Voiume=0.00'I'af --------;--;--; - -- -- --;-----;-- --_ 0.001 _ 0.001 "' -_Runoff;Depth>0,.05��-;--+-- -------+-- - --------- -- ---------�---� �F 0.001 0.001 - I I I I I I I I wq 7--r--r-----1--7--r -r---- -T-- r----l---I F -t-----1 r-- 0 0.001 '' -_CN=301__ I __I __I___I__ _- ' -----'---'-- _I_ 1 1 I I ------------------------ LL 1 I 1 I 1 0.000 --'---I-- --L-----'---'--1--L-----1-----1-- -1---1__-1_-J--L--1----_-I-- -- I I I I I I 1 I I I 1 I I 1 I I I I I I I I 0.000 --'---I-- -- -- -----1-- -- -- --'-- --i-- -1---'-- --1-- -------;--1-- � 0.000 r--1-- --r--r--r----t--r--r--I-- --r- -r--r-7--7--r--r--I---I--n-- 0.000 I 1 I I 1 I ---I---r-1--r--r--I---I--7--r--r--I---I--r- -1--r--i--�--r--r--1---I--0.000 0.000 -----I_--I-- I _ I I I 1 I I I I I I I I I I I I I I I I I I 0.000 --1---'-- -- --------'-- -----------'-- - --'---'---'-- --'------'------'-- 1 I I 0.000 -----'-- -- --L---- --'--i-- ----�--+- `-- ---- -- -- -----I-- -- -- I I I I I 0 ---r--I-----r--r-- r--1--r--7--r--r--I--y--r-- 0 77777777 7-7 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Pape 42 Summary for Subcatchment P-DA-1 F: Runoff = 0.01 cfs @ 15.09 hrs, Volume= 0.005 af, Depth> 0.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.650 32 Woods/grass comb., Good, HSG A 0.650 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-IF: Hydrograph ii ii i T T � 0.009 --I------I-- 1 1 1 t I 1 - ---------------------- ----------------------- o.00s T e III- yp 24-br -----,-- --;-----,--- --; ----,--;--,---------,--;-- 0.008 B,a-— ble 0.007 ----- --r--r--r--r- --r--r--r----7- --r ---T--r--r----7--7-- _ 'unoff Area=0.650 ac__ _0.007 -�--r--r--i--7---r-- 0.006 --�-- 0.006 Run, ff;Depth>0,.'Y0" - 0.005 ---'--i--.+--1----I--4--+- -+-- -+-------�-- -- �--�-- Tc=5.0 min 0.005 0 0.004 _CN. 32 -- -- --- -- -- - -- - ------- -- --i-------�- LL 0.004 _____1__1_-L_-I__J__1__L-_L_-I_-J__ _L--I--_I__J__1__1__L 0.003 ' -_______1__1--L--1---I__1--L__L.__L_J_ 0.003 -----1--1----------1--1---------- L-------J--L--L---------- -- 0.002 1--`---- -- ---------- -- --J---I---- -- ---------- --Ti ---- ----------- 0.002 . -- --i i i --------- -------------------------- ------------------------ 0.001 "� 1 1 1 1 ---------------------------------- ------------------------------ 0.001 1 1 i i ------- --r--r-----1--7-_r--r--r--i --i--r--r- -- --r--r-----1 T 0.000 ' 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC I Page 43 Summary for Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Runoff = 1.72 cfs @ 12.04 hrs, Volume= 0.191 af, Depth> 5.51" �I Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I 1 I I 1 I I I 1 I I I I I I I I I I I I I 1 I I I I I + I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I 1 I I I I I I I I I I p Runoff 1.72 cfs I I Type III 24-hi Barnstable 02&RainfaW=5.75" 1 I I I I I I I l I I I I I I I I I I I Run;off;ArIea 1 0.415 a I M R unIo ff Vo lum e=I O 191 at Runoff;Depth>5.51" 'r6=5.6mih ; 3 I I I s C;N=198 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 44 Summary for Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Runoff = 1.72 cfs @ 12.04 hrs, Volume= 0.191 af, Depth> 5.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I I I I I 1 I I I I I I I I I 1 I I I I I 1 I I 1 1 I I .1 I I I I I 1 I I I I I I I I ®Runoff I 1 I I i I I I I I I I I I I I I I I I I I I 1 J 1 1 1.72 cfs 1 Type III 24-hi p Barnstable 025'IRainfaW=5.75" I I I I I I I I Run'eff;Area 0.�415 aG I 1 I I I I I I I I I 1 1 I I I I I I I I Runpff;Volume=0;191 of ; Runoff;Depth>6.51" v , rC=5.01mi1n I I I I I 98 1 GN=; 1LL I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I 1 I I 1 I I I I I I I I I I I h I I I I I I I I I I I I I I I I I I I 1 I l I I I I I 1 I I I I I I I I I I I I I I 1 I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I 1 I I I I I I I I 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 45 Summary for Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Runoff = 0.37 cfs @ 12.04 hrs, Volume= 0.041 af, Depth> 5.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 025 Rainfall=5.75" Area (ac) CN Description 0.090 98 Paved parking, HSG A 0.090 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Hydrograph 0.4 p Runoff 038 0.37 cfs 0.36 TYPe111=24=hr-- -----'-- --t-- ----�-- --t-- --I----- -- -- --�-- 0.34 Barnstable-026-Rainfall=5:75"� ----,-- --*-- --I--- --,--t--r-- 0.32 ' ' ' 1 Run;off,Area Y.,090a+-_i__ __I___,_- ?__; 0.3 ------- -- -- -- ---- -- -- --,---i-- -- --;--;------- --;- -F-- 0.28 � -Run;o#f-V-oluKne;D.041af----- --------------------------------- 0.26 -Run'off Depth>5:51"-'-- -- - ; 0.24 2. 0.22 T'c_=_5.Oamiln- -- -----I-- -- --� i ----�-- --+-- -- ---- -- --+-- -- j 0.2 -C;N=98 -- --r--r--,--- --,--r -- --- -- --,--r-- LL 0.18 ---I--1---1 7--r--r--1---I'- --1--1--7--r-----1--1-- ---r--r-- 0.16 - I ----- - - 0.14 _ 0.12 --'---'--'-----'------------'---'--' -'----------------------------'--- 0.1 -1__i__L__________1__ L__ i 0.08 ------- -- -- -- ------- -- -- - ----- -- -- ------- -- -- -- -- 0.04 0.02Izz 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 46 Summary for(Reach 1 R: STUDY POINT #1 Inflow Area = 3.384 ac, 42.49% Impervious, Inflow Depth > 0.06" for Barnstable 025 event Inflow = 0.07 cfs @ 12.45 hrs, Volume= 0.018 of Outflow = 0.07 cfs @ 12.45 hrs, Volume= 0.018 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Reach 1 R: STUDY POINT #1 Hydrograph --L-- I _--II--_-1I _-_-I __I__JI__L __I__ I__ I ____II__ I__I __ a inflow -- r--r--r-�--r-- - I rr---- -- I I I r - �- r- -1r -----r- 0.075 1 1 0.07 CIS 1 1 ®OUfOW _J__I-_�__+_-I__�_-+__L _I_ 4__L__ 0.07 1;nflow Are =3.384 °'°h il --1 -____I__I__I__I__I__F-_ _F__I-_-__7__1___I__I__I 0.065 ' 0.06 L I I I I I I I I I I I I I I I I I I I I 0.055 I 1 I I 1 1 0.05 0.045 '• il _-I_-_-_-__I_____-_____I_____-__ I ___1_____-__I__I_-_--I__I________ ' I f 0.04 .' --r-7--r--I--7-t--r--t'-t-=r- ---I--y--r--r-7--t--r--1---I--r-- 3 '/ --'-----L----L-- 1---1---I---' --'--- -I---'-- 1---'------1--1---1---1--I--- LL I I----�-- ----r- r li-- iI--i--I 11 --Ii-- 0.03 J L__ 0.025 ---1--7--1--I--7--r--f -1--T--r- --r-- --I--7-- --I--l- -L-- 0.02 ' 0.015 " I I 0.01 I I 0.005 0 0 1 2 3 4 5 6 7 8 9 16 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 47 Summary for Pond 7P: GARAGE SWM Inflow Area = 0.920 ac,100.00% Impervious, Inflow Depth > 5.51" for Barnstable 025 event Inflow = 3.81 cfs @ 12.04 hrs, Volume= 0.423 of Outflow = 0.85 cfs @ 12.60 hrs, Volume= 0.424 af, Atten= 78%, Lag= 33.2 min Discarded = 0.85 cfs @ 12.60 hrs, Volume= 0.424 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.20'@ 12.60 hrs Surf.Area= 3,393 sf Storage=4,903 cf Plug-Flow detention time=(not calculated: outflow precedes inflow) Center-of-Mass det. time=35.2 min ( 779.9-744.8 ) Volume Invert Avail.Storage Storage Description #1A 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field A 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #2A 39.64' 2,058 cf Cultec R-280HD x 48 Inside#1 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001 =42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00' x 6.07 sf x 3 rows #36 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field B 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #413 39.64' 2,058 cf Cultec R-280HD x 48 Inside#3 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00' x 6.07 sf x 3 rows 6,824 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 39.14' 8.270 in/hr Exfiltration over Wetted area from 39.10' -42.35' Excluded Wetted area= 0 sf #2 Primary 47.00' 12.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.85 cfs @ 12.60 hrs HW=41.20' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.85 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=39.14' TW=41.00' (Dynamic Tail water) L2=13road-Crested Rectangular Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 48 Pond 7P: GARAGE SWM - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger@280HD) Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001= 42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0" Spacing = 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long +1.00' Row Adjustment= 113.00' Row Length +12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5"Chamber Height+ 6.0"Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field-2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 000 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 49 Pond 7P: GARAGE SWM - Chamber Wizard Field B Chamber Model=Cultec R-280HD(Cultec Recharger02801-11)) Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.001= 42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0"Spacing = 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long +1.00' Row Adjustment= 113.00' Row Length+12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0"Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5"Chamber Height+ 6.0" Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field -2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency= 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 000 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 50 Pond 7P: GARAGE SWM Hydrograph --7--r-7-t--i--t-T-I--I---1--r-y--r-y--r--I--t-T-1-7-y--r--+-- 0Inflow 3.81 Cf5 I' O 0U1fl0w A + r ®Discarded Inf16W(A rea=019M a 13 Primary 4 Stbrage=4,903 c;f 3 I I � I I I �I --t--r----t----t--I--I -1---I-- -r--I--r----t--I--7--I--*--r-y-- I I ''I r � 2 I I I- I I I I I I � I- I 0.85 cfs I I I l I I I I I I 0.00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 0 2015 HydroCAD Software Solutions LLC Page 51 Summary for Pond 15P: CONTROL DMH#1 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 5.51" for Barnstable 025 event Inflow = 1.72 cfs @ 12.04 hrs, Volume= 0.191 of Outflow = 1.72 cfs @ 12.04 hrs, Volume= 0.191 af, Atten= 0%, Lag= 0.0 min Primary = 1.72 cfs @ 12.04 hrs, Volume= 0.191 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.54'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke=0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975 T Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=1.60 cfs @ 12.04 hrs HW=41.52' TW=40.21' (Dynamic Tailwater) 11=Culvert (Inlet Controls 0.43 cfs @ 1.94 fps) 2=Culvert (Inlet Controls 0.43 cfs @ 1.94 fps) 3=Culvert (Barrel Controls 0.75 cfs @ 2.47 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 52 Pond 15P: CONTROL DMH#1 Hydrograph FM-1 n-fl o-w 1.72 C(5 a Primary IlnflowArea',0.4'151"Z°fs I P e I a k I Ele I v4;1 I .54 I, I I I I I I I I I I I I 1 ,I --I--1--r—r—r—I--7--r--r-1- ----I-�--r--r--r-�--r--r—I--�-- I I I I I LL I I I I I I I I I I I I I I I I I I I I 0 0 1 2 3 4 5 6 7 8� 9� 10 11� 12 13 14 15 16 17 18 19 �20 21 22 23 24 Time hours 2013-075-PDA rev12-21-17 REVISED GARAGE Type ///24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 53 Summary for Pond 16P: CONTROL DMH #2 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 5.51" for Barnstable 025 event Inflow = 1.72 cfs @ 12.04 hrs, Volume= 0.191 of Outflow = 1.72 cfs @ 12.04 hrs, Volume= 0.191 af, Atten= 0%, Lag= 0.0 min Primary = 1.72 cfs @ 12.04 hrs, Volume= 0.191 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=41.54'@ 12.05 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=1.60 cfs @ 12.04 hrs HW=41.52' TW=40.21' (Dynamic Tailwater) 11=Culvert (Inlet Controls 0.43 cfs @ 1.94 fps) 2=Culvert (Inlet Controls 0.43 cfs @ 1.94 fps) 3=Culvert (Barrel Controls 0.75 cfs @ 2.47 fps) h 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 54 Pond 16P: CONTROL DMH #2 Hydrograph I I I 1 I 1 I I I I I I I I I I I I I I I i I I: I I I 1 I I I I I I I I I I I 1 I I I I I 1 I ®Inflow I I I I I I I I I I 1.72 Cf5 I I I I I I I I I I I ®Primary cfs lnflowllArea40 4151''Z I I I I I 1 I I I I I I I I I I 1 I I I I Peak, Elev 41 .54' i. I I I I L I i I I I I I I I I I I I I I I II I I I I I 1 I I I I I I I I I I I I I 1 I .I --1---I--r--r--r-1-7_-r--I---1- -i--1-1--r--i--1--i--r--r--I- �-- I I I 1 I I 1 I I I I I I I I I 1 I I I I V I I I I I I I I I I I I I I I I I I I I 3 I I i I I I I I I I I I I I I I 1 I I I I 0 I 1 I I LL I I I I 1 I I I I I I I I I 1 1 I I I 1 1 I i I I I I I 1 1 I I I I I I I I I I I 1 I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I t I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 - 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) f 2013-075-PDA rev12-21-17 REVISED GARAGE Type III 24-hr Barnstable 025 Rainfall=5.75n Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 55 Summary for Pond 17P: DEPRESSION AREA NORTH OF GARAGE Inflow Area = 0.650 ac, 0.00% Impervious, Inflow Depth > 0.10" for Barnstable 025 event Inflow = 0.01 cfs @ 15.09 hrs, Volume= 0.005 of Outflow = 0.01 cfs @ 15.66 hrs, Volume= 0.005 af, Atten= 4%, Lag= 34.2 min Discarded = 0.01 cfs @ 15.66 hrs, Volume= 0.005 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev= 50.24'@ 15.66 hrs Surf.Area= 144 sf Storage= 12 cf Plug-Flow detention time=20.9 min calculated for 0.005 of(97% of inflow) Center-of-Mass det. time= 14.5 min ( 1,100.0- 1,085.4 ) Volume Invert Avail.Storage Storage Description #1 50.00' 13,579 cf Custom Stage Data (Irregular)Listed below(Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 50.00 0 0.0 0 0 0 51.00 2,404 323.0 801 801 8,304 52.00 6,737 465.0 4,388 5,190 17,217 53.00 10,158 553.0 8,389 13,579 24,364 Device Routing Invert Outlet Devices #1 Discarded .50.00' 2.410 in/hr Exfiltration over Surface area #2 Primary 52.50' 170.0 deg Sharp-Crested Vee/Trap Weir Cv= 2.46 (C= 3.08) Discarded OutFlow Max=0.01 cfs @ 15.66 hrs HW=50.24 (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=50.00' TW=0.00' (Dynamic Tailwater) L2=Sharp-Crested Vee/Trap Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 025 Rainfall=5.75" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 56 Pond 17P: DEPRESSION AREA NORTH OF GARAGE Hydrograph I I I I I I I I I I I I I I I I I I I I I I I , 1 1 I i I 0 Inflow -�-- - -- - ---- --------1--+--1-- --1-- - -- - -- -�----0.01 CIS ElOutflow I I I 1 I I 1 I I I I 1 1 I 1 ',. - ---- r1r 1 1 4-r --- 13Discarded — n wv— a# : -ad O Primary 0.009 -1--7--1---T IrL.01c -I 1 --- 0.01 cfS o.00s -- ---- -- -I--I---I--I---I--I -- - --1--'-- --'--'--- 0.006 " 0.007 , ©rage 0.007 ' 0.006 0.006 __ ——'---—-'—-- ---— ——— —----— ^ 0.005 ' ' " I I I I I I I I i I s ,' ,' J__I__1__I__1__I__1_ __I__L__I-._L_J__L_� 4V 0.005 0.004 LL 0.004 —-r-7--r—r---—r——r` -—r— --L--r— --r— -—r—y--r— --I-- I 1 P 1 I 0.003 0.003 0.002 , 0.002 0.001 0.001 0.0c,00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 57 Time span=0.00-24.00 hrs, dt=0.20 hrs, 121 points x 3 Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method SubcatchmentP-DA-IA:FROM OFF SITE Runoff Area=0.540 ac 0.00% Impervious Runoff Depth>0.82" Tc=10.0 min CN=39 Runoff=0.22 cfs 0.037 of SubcatchmentP-DA-1 B: Runoff Area=0.170 ac 0.00% Impervious Runoff Depth>0.24" Tc=5.0 min CN=30 Runoff=0.01 cfs 0.003 of SubcatchmentP-DA-1 F: Runoff Area=0.650 ac 0.00% Impervious Runoff Depth>0.35" Tc=5.0 min CN=32 Runoff=0.06 cfs 0.019 of SubcatchmentP-DA-GAR1:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>6.91" Tc=5.0 min CN=98 Runoff=2.14 cfs 0.239 of SubcatchmentP-DA-GAR2:HALF OF Runoff Area=0.415 ac 100.00% Impervious Runoff Depth>6.91" Tc=5.0 min CN=98 Runoff=2.14 cfs 0.239 of SubcatchmentP-DA-GAR3:GARAGE Runoff Area=0.090 ac 100.00% Impervious Runoff Depth>6.91" Tc=5.0 min CN=98 Runoff=0.46 cfs 0.052 of Reach 1 R: STUDY POINT#1 Inflow=0.22 cfs 0.040 of Outflow=0.22 cfs 0.040 of Pond 7P: GARAGESWM Peak Elev=42.25' Storage=6,696 cf Inflow=4.74 cfs 0.530 of Discarded=0.96 cfs 0.530 of Primary=0.00 cfs 0.000 of Outflow=0.96 cfs 0.530 of Pond 15P: CONTROL DMH#1 Peak Elev=42.26' Inflow=2.14 cfs 0.239 of Outflow=2.14 cfs 0.239 of Pond 16P:CONTROL DMH#2 Peak Elev=42.26' Inflow=2.14 cfs 0.239 of Outflow=2.14 cfs 0.239 of Pond 17P: DEPRESSION AREA NORTH OF Peak Elev=50.47' Storage=85 cf Inflow=0.06 cfs 0.019 of Discarded=0.03 cfs 0.019 of Primary=0.00 cfs 0.000 of Outflow=0.03 cfs 0.019 of Total Runoff Area = 2.280 ac Runoff Volume= 0.589 of Average Runoff Depth = 3.10" 59.65% Pervious = 1.360 ac 40.35% Impervious = 0.920 ac 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 58 Summary for Subcatchment P-DA-1A: FROM OFF SITE Runoff = 0.22 cfs @ 12.30 hrs, Volume= 0.037 af, Depth> 0.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.15" Area (ac) CN Description 0.540 39 >75% Grass cover, Good HSG A 0.540 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment P-DA-1A: FROM OFF SITE Hydrograph 0.24 _______�__ __L__L_______ __J__ J__I__ i 0.23 --r--i--7-- --r--r--r----7-- -- o.22cts -i-- --r-- --r--r--r--i--7--T--r-- 022 --- '-- -- -- ---------- '-- --'--- 0.21 -- - --- -- --+-- -------�-- --+-- -- 0.2 Barhstable 1-00'Ra-in-fail'7 1-5" --1- -- - I--- ;--;-- ----- 0.19 ,.__�___1__J-_1__L__L__1___I__J__1__L_ _�__J__J__1__L_----�__J__1__1__L__ 0.18 '' -R.u- off,Arear.0.;540 ac-;--;-- ---;--;--7--r------------- --�-- 0.17 ---_. J _ J - -'----------------------------'---- Run;offi VOfume=0 0 'T aF- --' 0.16 y--*--r --- --y--+--r--r--r- --*--*--r-- 0.15 ' -Runoff i3epth�b$ "-;--;--;--; ---; ;-- --;--------;--;--;--;-- 0.14 -----'-- -- --�-- -------J--'-- i ----'-- -- ------- -- -- -- -- ,' i 0.13 -Tc=iFO:O miinr --r--r----�i-- T --r r-�-- --7--r--r--r-7--�--T--r- 0.12 ' -----'-- -------------------'--'- -------------------- -----=--'--- 0.1 'l --'-- -- -- -- --------'-- i _ -- --i 0.09 -----'-- -- --L-- -----a-- --� -- -- -- -----'-- -- --+ -- i i i. i r 0.07 __I___I_-J-_1__L__L__I___I__J__1__L _ J__J__1__L__L_J__J-_1__1__L i 0.06 r--r--r-�--7--T--r-- 0.05 = ------- ' --'- ---'-- --' --' --'---'---'-- '-- ' --'--- -------------- 0.04 -----i-- --*--*--r-----i- --*--r r--i--�- -r------- --y--+--r-- 0.03 i---------i-- i--i -- ----- -- --------------- --- ------------ 0.02 - -----'-- -- -- -- -----'-- --1-- -----�-- --'--� i 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 59 Summary for Subcatchment P-DA-1 B: Runoff = 0.01 cfs @ 13.67 hrs, Volume= 0.003 af, Depth> 0.24" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.15" Area (ac) CN Description 0.170 30 Woods, Good, HSG A 0.170 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1 B: Hydrograph I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I ----I---I--I--r--r--I---I---r--r--r--r-�---r--r--I---r--I--�--r--r--r--I--,-- �RU�Off 0.006 1 I I I I I I I I I I I I 0.01 CTS I I I I I 1 1 0.005 Type III 24-hr---- - -- r- --, --I--- ,--,--r- --I-- --,-- ,. - 0.005 " I-- --a--}-----1-- --i-- I I I I I 1 0.004 -Ru.notf,'VoauAe10-.0-OSaf,' __�____ I I I I 1 o.00a I I I I I I I I I 1 I I I 1 I 1 I 1 0.003 TC=S.OII mm --_I_- _1__1__I_-_I___ _L__ 0 0.003 CN 30 LL ;-____-__ I I I I I I I I I I I I 1 I 1 I I I I 0.002 ' --------L------------- --L-----I- -L--L---------- --L --I t I 1 I I I I L I I I I I I I 1 I I I I 0.002 " I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I 0.001 I q - -------------------------- - 0.001 ' 0.000 " I I I I I I I 1 I I I I I f I I I I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 60 Summary for Subcatchment P-DA-1 F: Runoff = 0.06 cfs @ 12.45 hrs, Volume= 0.019 af, Depth> 0.35" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.1511 Area (ac) CN Description 0.650 32 Woods/grass comb., Good, HSG A 0.650 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-1F: Hydrograph I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 10.067 0.08 cfs ,,--TYp# 11124-1�r---------- - ---'---'---'--�--�--'---'---'--1-- I I I I I 0.055 Barhs-table-100-Rai n#all=7.1;3" - --;---------- --;-----;--;-- -- 0.05 " Runoff�Area--0.650'ac-- --'-- -- ------'-- - ------I-- I I I I I 1 1 I I I I 0.045 Runoff!Vo1ume=0.019 af ---------------------------------- ------------------------------- �I o.aa Runoff Depth>0.35;" -------- -- I _ I I I I I I I I I I I I 1 I I I I I 1 0.035 Tic=t.O Amin I I I I 1 I I 1 I I I I I I I I I I I I CN=32 I O 0.03 I I I I I I I I I I I I I I I 1 I I I I LL 0.025 ' I I I I I I I I I I I I I I I 1 I I I I -------- --�--�-----1-- --T--�--I-- - --�--� -I-- --�--�- I I 1 0.02 1 1 1 I I I I F I F 1 I I I I I I I I 0.01 5 I I I I I I I I I I i I I I I I I F _- -- I --I - 0.01 ' I I I I I I I I I I I I I I I I I I I I I ___F__I I I 0.005 ' I I I I I I I I I I I I I I I I J I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAM 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 61 Summary for Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Runoff = 2.14 cfs @ 12.04 hrs, Volume= 0.239 af, Depth> 6.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.1511 Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR1: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I 1 I I I 1 I I I I I I I I I I I 1 I I I 1 �Runoff I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I 1 2 --;--;--�--�I---,--�--�--1--�--,---,--- BarnstabCe 4000 11a infall17.15" I I I I Runoff;Area 0.415 ac i1 R uno Vo lumI e=I 0;I2 39 aI I I I I I I I I I I I I Runoff;Depth>6.91" ; I Tc=5.0:min } 3 I 1 I I I I I I I I I ( I I I I I I I I I I I C CN=98' - -- --- --I_ 1 ; I 1 I I - ----------- --------------------------------- LL I I t I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I 1 I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I 1 1 I I I I I I I I I I I I I I I I 1 I I I 1 I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 0 � 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev,12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD® 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 62 Summary for Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Runoff = 2.14 cfs @ 12.04 hrs, 'Volume= 0.239 af, Depth> 6.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.15" Area (ac) CN Description 0.415 98 Roofs, HSG A 0.415 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR2: HALF OF UPPER LEVEL GARAGE Hydrograph I I I I I I I I I I 1 1 I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 2.14 cfs I I I -Type a11-24-hr- L_-L__I-__I_-_I__J 2 Barr st6b16 100 Rail nfal1r7.15" I I I I I I I I I I I I I I I I I I I I I I Runoff;Area 0.415 ac ; ; , I I I I I I=0.;23V Runoff)Volume a 1 I I I I I I I I I I I I I Runoff;Depth>6.91" ; I � � � I I I I � I I I I I I I I 1 I I T&5.Tmih I I I I I I I I I I I I I I I 3 I I I I I I f I I I I i I I I I I I I I I 6 I C ,.�--G,N 98;--;-- --;-- --;-----;-- ; -;--;--;-----;--;--;--;--;-----;--- a 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I 6 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 11124-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 63 Summary for Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Runoff = 0.46 cfs @ 12.04 hrs, Volume= 0.052 af, Depth> 6.91" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs Type III 24-hr Barnstable 100 Rainfall=7.15" Area (ac) CN Description 0.090 98 Paved parking, HSG A 0.090 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment P-DA-GAR3: GARAGE GRAVEL AREA Hydrograph I I I I I I I I I 1 I I I I I I I I 1 I I I I _1_ J__J__1__L__L__I___I__J_-1__L__IL__I__J__J__1--L_-L__I__J__J__1-_L__ i"I I I 1 1 I I I I 1 iv Runoff 0. ,� I r - r--r----T--r--r 1- �--�--T--r--r--r ------T--r-- 0.46 __1___I__J_-1__L__L__I___I__J__1_ 0.46 cfs __I__J__J__1_-L__1___1__J__ 0.46 -T�peiN-24=hr--r--r--1--,--,--r ----,--,--T--r--r---- --,--T--r-- 0.44 _____I__J_-1__L__L__I___I__J__1_-L __I__J__J__1--L__I___1__J__J 0.42 -Barnstable'l-00'rRdinfallr7:15"' ----;--;--1--------;--;--;--7-- -- 0.4 _J__1 / -R Moffl Areas-0.09-0 ac-;--7-- 1 I 1 0.36 --r--I--1--T--r--r--r-1--�--T--r-- 0.36 I__J_ 1 _L L _J __1__L 0.34 -,tin ffVofu�xne=Q�05:2-a --- --'--;--;--T-- -------;--;--T--F-- 0.32 I_ 1_ ��_I__J___L__L _J__J__J-_1__L__I___I__J__1__1__L it -Runof�'�ep` >6.91__I I I 0.3 --1--I 1 -T T -r --1--T--I -----I--T--T--r--1 --I---I--1- T--r-- .1 _.5_ J ilt -I_ 0.26 _TJ-_1__L__1___1__J__J__1-_L-_ "I c- .01 m n- 1L I - LL0.26 i t --1--1--T--r- r--I-- --1--T--r ( -_-_--II-_-_1J-__T1 T1- r o 0.24 -CN=9$JI_-1__LL_ L __J-_1 -L L-_- _ I I 1 I 0.22 � --r I--1--T--r--r--I iii--I---I--T--r � --I--1--1--T--r--r--1--1-- f--T--r-- 0.2 __I___I__J_-J_-L__L__I___I__-1 -1__L 1- L__I___I__J__1__1__L- 0.18 -1 -T r--r 1--T-- ---1---I T--r--I--I--r---I--T--r-- 0.16 __I__J__J__1_-L__L__I___I__J__1__ _I__J__J__1__L__I___I__J__1 1 I I 1 I 1 1 0.14 ',- --r--r-1-T--r--r 1 I 1--T-- -r-1--�--T--r--r--r-I--T--T--r-- 0.12 I I I 0.1 -----'r--I--'f--r--r--1---r-1--T-- - -1--1--�--T--r--r--I--"l--T--T--r-- 0.06 __I___L_J_-1_-L__L__1___I__J-_1__ _ __J__J__1__L-_I__-I__J__J I t I I 1 1 I I 0.06 • I -r--I--1Tr--r-r--I--1-- - r--r �--�--T--r--r--r-1--T--T--r-- 0.04 __L__L_J-_1_-L__L__II_ L__I__ I 0.02 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Pape 64 Summary for Reach 1R: STUDY POINT #1 Inflow Area = 3.384 ac, 42.49% Impervious, Inflow Depth > 0.14" for Barnstable 100 event Inflow = 0.22 cfs @ 12.31 hrs, Volume= 0.040 of Outflow = 0.22 cfs @ 12.31 hrs, Volume= 0.040 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Reach 1 R: STUDY POINT #1 Hydrograph --I--r--t--r--I--y--r--r--1--t--r--1---I--+--r--I--y--r--r-7--t--r--I--- �' 1 I I I. I -' _-'-_ ®inflow t 0 OUtfIOW 0.24 . , --I--i--+--r--I_--1--r--I--i--+- 0.22 cfs 1--+--�--�--i--�--I--�--+--�--I-- 1 0.23 - I I 1 = I 10.22 C(s -�--�--�--,--�--�--I---1--�-'�--I--- 0.22 _InfI:o' Aroma 4t --+-- --1--,-- --I-- --+--r--I-- •/, Ij L iI f 0.21 0.19 ' -____1_____ 0.16 , , - -- --+-- --I-- --F--I-- --+- --+--F--I-- -- --1-- --+--F--I-- i , 1 1 ------ I I I I I I 'I I I I I I I I I I I I I I I 0.16 ,',---1---1--+ +--I-----1--F---1---1--+-..1---I--- I I I 1 1 1 I 0.15 ,',___I__--_______1_____ I_ I-___ 0.14 0.13 I I I I I I I I I I I I I I I I I I I -- --- 3 0.12 ,' ---- --+-- --1-- -- --I-- --+- --+-- --I-- -- --1-- --+-- --1-- 0.1 -_�--+-- --I-- -- --I-- --+- --+-- --I-- -- --1-- -- F-- --I-- I I I I I I I I I I I I I I I I I I I I 0.09 - --------------------------- I I I I __ I I I I I I I 1 I I 0.06 --1-- --+-- --1-- -- ----�--1- -- --I-- -- --I-- -- -- --I-- I I I 0.06 ' --I-- -- --~--I-- -- ----�--+- - --�-- --I-- --+-- --I-- I I I I I I I I I I I I I I I I I I 0.05 ` --- ------ ---- 0.04 J__1__L__I__J__L__I--J__1_ I I 1 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 65 Summary for Pond 7P: GARAGE SWM Inflow Area = 0.920 ac,100.00% Impervious, Inflow Depth > 6.91" for Barnstable 100 event Inflow = 4.74 cfs @ 12.04 hrs, Volume= 0.530 of Outflow = 0.96 cfs @ 12.63 hrs, Volume= 0.530 af, Atten= 80%, Lag= 35.4 min Discarded = 0.96 cfs @ 12.63 hrs, Volume= 0.530 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=42.25'@ 12.63 hrs Surf.Area= 3,393 sf Storage= 6,696 cf Plug-Flow detention time=(not calculated: outflow precedes inflow) Center-of-Mass det. time=46.3 min ( 788.0 -741.6 ) Volume Invert Avail.Storage Storage Description #1A 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field A 5,442 cf Overall-2,058 cf Embedded= 3,384.cf x 40.0%Voids #2A 39.64' 2,058 cf Cultec R-280HD x 48 Inside#1 Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.001= 42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00'x 6.07 sf x 3 rows #36 39.14' 1,354 cf 14.75'W x 115.001 x 3.21'H Field B 5,442 cf Overall-2,058 cf Embedded= 3,384 cf x 40.0%Voids #413 39.64' 2,058 cf Cultec R-280HD x 48 Inside#3 Effective Size= 46.9"W x 26.0"H => 6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment= +1.00' x 6.07 sf x 3 rows 6,824 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created.with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 39.14' 8.270 in/hr Exfiltration over Wetted area from 39.10' -42.35' Excluded Wetted area= 0 sf #2 Primary 47.00' 12.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 Discarded OutFlow Max=0.96 cfs @ 12.63 hrs HW=42.23' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.96 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=39.14' TW=41.00' (Dynamic Tailwater) L2=Broad-Crested Rectangular Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 66 Pond 7P: GARAGE SWM - Chamber Wizard Field A Chamber Model=Cultec R-280HD(Cultec Recharger0280HD) Effective Size=46.9"W x 26.0"H => 6.07 sf x 7.00'L=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00' Overlap Row Length Adjustment=+1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0" Spacing= 53.0" C-C Row Spacing 16 Chambers/Row x 7.00 Long+1.00 Row Adjustment= 113.00 Row Length +12.0 End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0" Spacing x 2 + 12.0"Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5" Chamber Height+ 6.0" Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field -2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency = 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone d0® 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 67 Pond 7P: GARAGE SWM - Chamber Wizard Field B Chamber Model=Cultec R-280HD(Cultec Recharger02801-11)) Effective Size=46.9"W x 26.0"H =>6.07 sf x 7.001=42.5 cf Overall Size=47.0"W x 26.5"H x 8.00'L with 1.00'Overlap Row Length Adjustment=+1.00'x 6.07 sf x 3 rows 47.0"Wide + 6.0" Spacing= 53.0"C-C Row Spacing 16 Chambers/Row x 7.00' Long +1.00' Row Adjustment= 113.00' Row Length +12.0" End Stone x 2 = 115.00' Base Length 3 Rows x 47.0"Wide + 6.0"Spacing x 2 + 12.0" Side Stone x 2 = 14.75' Base Width 6.0" Base+ 26.5"Chamber Height+ 6.0"Cover= 3.21' Field Height 48 Chambers x 42.5 cf +1.00' Row Adjustment x 6.07 sf x 3 Rows= 2,058.3 cf Chamber Storage 5,442.1 cf Field-2,058.3 cf Chambers= 3,383.8 cf Stone x 40.0%Voids= 1,353.5 cf Stone Storage Chamber Storage+ Stone Storage= 3,411.8 cf= 0.078 of Overall Storage Efficiency = 62.7% 48 Chambers 201.6 cy Field 125.3 cy Stone 000 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 68 Pond 7P: GARAGE SWM Hydrograph I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I i--1--1-----7----T----' --1-- --r----r----r----T----7----1--r-7-- ®hflow I I 1 474 CS 1 1 I OUfow I I 1 1 I I I I I I I I I I I I I 1 I I I j I ®Discarded Inf low;Atea-0:9201 a , I I p Primary 1 , 6 I / - L- 1 I__1_ 1 J _ __L_J__L__I--1__I--1__I__J__I__J__ 5 WeakElev= - vo n Il�II SIIIIIIIII toIIIIIIIII raIIIIIIIII dIIIIIIIII e_=IIIIIIIII_6_ I;IIIIIIII,6.9IIIIIIIII6-11II1III1I-c-11IIIIIII f 4 ' y 3 --. ---1IIIIIIIIII----IIIIIIIIIII--- LL ---11IIIIIIIII--- - I I 1 I I i I I I I I B=96 cfs I I I I 0.96 cfs I 1 I I 0.00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 69 Summary for Pond 15P: CONTROL DMH#1 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 6.91" for Barnstable 100 event Inflow = 2.14 cfs @ 12.04 hrs, Volume= 0.239 of Outflow = 2.14 cfs @ 12.04 hrs, Volume= 0.239 af, Atten= 0%, Lag= 0.0 min Primary = 2.14 cfs @ 12.04 hrs, Volume= 0.239 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev= 42.26'@ 12.63 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.09757' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'P Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0'1 Round Culvert L= 10.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=2.02 cfs @ 12.04 hrs HW=41.59' TW=40.55' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.59 cfs @ 2.12 fps) 2=Culvert (Inlet Controls 0.59 cfs @ 2.12 fps) 3=Culvert (Barrel Controls 0.84 cfs @ 2.57 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 70 Pond 15P: CONTROL DMH#1 Hydrograph I I I I I I I I I I I I I I I I. I I I I 1 I I ®Inflow I I I 1 I 2.14 C$I I I p a Primary Anf l W,Are- �4- 41512.,4c� x _----I--------I-----i--t--r--I--7-_. 2 leak le -4 v1.26' I I I I I I � I I I I I I I I 1 I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LL I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 i I I I I I I 1 I I 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f 1 I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type /// 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 71 Summary for Pond 16P: CONTROL DMH #2 Inflow Area = 0.415 ac,100.00% Impervious, Inflow Depth > 6.91" for Barnstable 100 event Inflow = 2.14 cfs @ 12.04 hrs, Volume= 0.239 of Outflow = 2.14 cfs @ 12.04 hrs, Volume= 0.239 af, Atten= 0%, Lag= 0.0 min Primary = 2.14 cfs @ 12.04 hrs, Volume= 0.239 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev=42.26'@ 12.63 hrs Device Routing Invert Outlet Devices #1 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Primary 41.20' 12.0" Round Culvert L= 16.0' CPP, square edge headwall, Ke= 0.500 Inlet/Outlet Invert=41.20'/39.64' S= 0.0975'/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #3 Primary 40.80' 8.0" Round Culvert L= 10.0' CPP, square edge headwall, Ke=0.500 Inlet/Outlet Invert=40.80'/40.80' S= 0.0000 T Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=2.02 cfs @ 12.04 hrs HW=41.59' TW=40.55' (Dynamic Tailwater) 11=Culvert (Inlet Controls 0.59 cfs @ 2.12 fps) 2=Culvert (Inlet Controls 0.59 cfs @ 2.12 fps) 3=Culvert (Barrel Controls 0.84 cfs @ 2.57 fps) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 72 Pond 16P: CONTROL DMH #2 Hydrograph ®Inflow 2.1 13 Primary :41-5 z.,4�� --;--,-- --;--;-- --;--;--�- -- -- 2 I?e,ak Elev 42.26' i 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2013-075-PDA rev12-21-17 REVISED GARAGE Type ///24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCADO 10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 73 Summary for Pond 17P: DEPRESSION AREA NORTH OF GARAGE Inflow Area = 0.650 ac, 0.00% Impervious, Inflow Depth > 0.35" for Barnstable 100 event Inflow = 0.06 cfs @ 12.45 hrs, Volume= 0.019 of Outflow = 0.03 cfs @ 14.23 hrs, Volume= 0.019 af, Atten=48%, Lag= 106.9 min Discarded = 0.03 cfs @ 14.23 hrs, Volume= 0.019 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.20 hrs/3 Peak Elev= 50.47'@ 14.23 hrs Surf.Area= 538 sf Storage= 85 cf Plug-Flow detention time=39.0 min calculated for 0.019 of(98% of inflow) Center-of-Mass det. time=31.1 min ( 1,023.6-992.5 ) Volume Invert Avail.Storage Storage Description #1 50.00' 13,579 cf Custom Stage Data(Irregular)Listed below(Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 50.00 0 0.0 0 0 0 51.00 2,404 323.0 801 801 8,304 52.00 6,737 465.0 4,388 5,190 17,217 53.00 10,158 553.0 8,389 13,579 24,364 Device Routing Invert Outlet Devices #1 Discarded 50.00' 2.410 in/hr Exfiltration over Surface area #2 Primary 52.50' 170.0 deg Sharp-Crested Vee/Trap Weir Cv= 2.46 (C= 3.08) Discarded OutFlow Max=0.03 cfs @ 14.23 hrs HW=50.47' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=50.00' TW=0.00' (Dynamic Tailwater) t2=Sharp-Crested Vee/Trap Weir( Controls 0.00 cfs) 2013-075-PDA rev12-21-17 REVISED GARAGE Type 111 24-hr Barnstable 100 Rainfall=7.15" Prepared by Baxter-Nye Engineering and Surveying HydroCAD®10.00-15 s/n 04803 ©2015 HydroCAD Software Solutions LLC Page 74 Pond 17P: DEPRESSION AREA NORTH OF GARAGE Hydrograph I I I I I I I I I I I I I I I I I I I I I I I .---+--I-- --F-"I--�---I----{ I--+--I--'---I-- --I--}-I- 0InutoW -I- --I- -,- - p Discarded I I I I I I .�� O Primary 0.06 Peak Elev=50.47' 0.055 - 0.05 ' 0.045 i I I I I I I I I I I I I I I I I I I I I I ,--y--r-y--r-y--I--'*--r--r--I--+ -r--I--r-�--r-y--r--I--r-- 0.04 ' A .V.. 0.035 3 0.03 i _I 0.025 I I ------------------ -------- -- '-_-___ I I I I I I I I I I I 0.02 0.015 1 1 0.01 AV 0.005 0.00 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) BAXTER NYE W Z _ ENGINEERING& \ 5 - --= ----- SURVEYING // 7e Nth SIRNA--s 3,d floor Wni R aswMomtts omol _ _ J�- - R�Ye a.e m.ba td-Pldcwn m� _�--'_'t'-_J.I "_� ._..____•_ —"___ ;�� IMP STIMP /•;-�'t_`!il r 11' ems. 1� \ `�-` ,'1 3/0N / D•27T pG•�ea_____.-•.__ ! �, �1' I•. .I I� /_, i -- p CONSULTANT / .$• / _ POND / \ i xsuLrinr •x- -- -.O�i _ _ wn,dsa Pf�afn,,bxa'"e• ,`'••��' �'s •_ -1\\ / _ %'� G' • I,' -7SIT;,EE A'•J77AM%%'S.F 9.),Y,ACRlS- Y'• `• ��y - 1, ` 1 �1'• -•-CIM�Na MG 3TJ.J6rrvt 5.f. 793/ACflLS• 'L!'`'�,'�; -• __ -,a F.t.Pi/ICSES V.1 __-•`'` 't' `y{} '4 -�� ••.''• i •,t PREPARED FOR: The Cape Cod Fw Cents Savings Bank _ P.O.Bar f0/19 West Road 'Ve NT mea• 1-smn®nac _ ,a♦ \\ ��-4�7 Orleans,MA 02653 \ ww s ` U _ — �J 1�•11 ll Ll'I�tJ.I�-1��111 — I t5 t = _=�,,r_- ',�,\`F�� I'/;,�,';,•,I .N, s�r •�i7e 1!'Ylr,� �•�;,. N,` POND 1 t t - •.1_TA a ___ r 1 / ---� - ¢ rronD/kdult fu''� '•. -•.-, ,_.—. ''-----�:�� m -- era" �aa � —Nou o IS '-------� T ----=----- ------ GENERAL NOTES: sn_8 ------ k 1,,KNmNlorawwwmromaESmmmsamwaama5ma �,s: ..� IOe5 Nml m(aw@e 6: � p pp - 1J asmmas my m �emuio ualrts.ilus n rwa um'm'w M snm a o7amCna tK w.%na n Q �5 9 a _ os,,�anwmro xw�onei uanq comas Rm Saas,ax amw m.w xwnmxrz g p 9 g9 RE S ma xnm RISE Ns m¢¢sur,lssx.vo wx aar asamm eMm°v 3 ° 1 @ 3 Ira>rm ww m/R mwaE maln�nslm lwoma>K mllaclw Deco roaanr rmami� omwmJ aaaw wm w ammam m 51m mnwnas r e ro�owc an N g a g s p F, mews a a aw mfu xmaawl alwlwl«s eTx v�am cox o�.mm emu a unno m c < c S C E @- s1 aroa'f atoawoe au mwwr unn¢Imwaz 1/mYe®asioL nE ouT mmw a)A mllE Y I Nl51ef®1 X—iW T6 elE F RImMD 6'I�iAUO faUl16 mF9f 410mmaL NMeai Re aflHi 6AR6 ee[ ro a Sersswa..tmc maw aaa w waeaan m alwa a— ooE�m iwoaow m Helm®,>K anm a ammm tav mTauw w A df 9 df a A A A a A A A 1 A SJ 11E IRmma SX[agm°ml 99w m 954D a am9511 awaHE a amm wamPow oamaw a�Ro o�"m as+iwrtaae�ro erg mm f�no 1�°utm �w°u�lmman'm¢�sso'm cw tam Nsm)a�'il ru a mum a rcum Existi;g Conditlo..Plan amoa xaw m-w na0 aauo m rlrs a mm�:t mla u� �,������;, } mM,xSma>Sww w amm11am5mr grow mEm 51mm1 omma ma.m w Overall Sheet mm55w-0Scm um a. D Ro am leoum wam Ro mm as " �� emlw Imx aroaN m>ws aRv ass wmm a ima amwma wmamn snnaSHEET NO Su a xor nnn RI Icoc 4um1 or omaa mnmEmnx mmo0. •wm ac-we Mvam a mNaww a we .m Nn a511w M con v EaaSa®waw a Mx wax murzo Eamuc awEs Ro xscw s°°�"Dim nafn m Nm,cot.. /� TAmwm EE u awTewear �iw0 wx ua.M nc w aEiaa4 rwlmlw m7lmutwe rym m,m)• as coo nm ooxwl exam wow wa wt Nm my moor �m�waaT wl race as a mam i.cola oI so o so too saamr waousaarts Ala rre�aou nm pp�a®p•�aN116(]I p�, SLUE IN FFIT .511E91E B allwwllw a SNF NIRTw EPF 1 aYlm wRe a'm�W.ef Se NIX m Nag elew,5 IDw6mlllSalw roe anamm a'nPm/ •wx x r. N moll ae.mo-m NOTES ZONING TABLE e PaaMn m°EP�°ma°u' mam xz wM uxo51». 1520 ITRNNWON FORD BARTER NYE 6a1 z ENGINEERING& Z'a WWWWE,as,uro Ar 1rv°E,eD to,Imp xeo'PEp�`F»c�xololo a+,� rorw<PNemx 6,Mro-rw"m -,i-- Z> SURVEYING Ay sM SUMMARY Axr iAaacr, uATEwms _, : ♦ ®m»a ool wed L. Pnateaebnal EngNeee a,�i ff�"mul v�iNDiss� - mm.a1m si. d L d Su prs �r s� wax E♦. moo sss PNemN ass ss. x FuxNx� a ssan� 76 Nth Street-Sd Floor •ueecws'rix pvau i mrmrtx 18M a6.°swiux°n®e� M Hpnnh,Naasatllusette 02601 ly xAOa�i�A<A0� IT Q a Alves pam s a(wool .. Pxw®�uo aoxaere.Mi xowl .I» phone-(606)771-IM2 �,41 K a EomnlAaaa°n Ru DmTlxo sminuas,rouxvnds ooxoelE PP a Fax- (506)711-7622 �1 C: iv2A �6 uwmrtxwr Ime wm orlul�xa,Eo»v,E x N • COP uuu.6axte-n)e.oan i�G 7.Evcnxc PAwrc Eoors alto eE SAeGri»o2wiE A aEAx Ev¢1. alEr¢rt i F}2 24• 24• 2PAI A m P n m P 61pRA1{ ra�M�9l'rt•9E O'.'��M'IFD YI�',IGUL PEA RPa\ .M. P sr it uAx 9Af1 Mpn(Slrv� 'SfaaE�ai a FT erli6.5!e R .00 Pi. I.es mAOE ux00>t OlranEeS[npie®.ME AxT 91ut x0T¢ 'N1-10 2e 24• O 2 uAx ' .♦» (rP ovw'n Emlwcieos�u). sAe,4 s(aox) Are ro avnmc in¢6 ivuxoAnm a rAa v aIm wm¢ - (�a wAlm) I I�iEg r�II A xA eiA (m 6 uxx�lgla xv.nRs 9.raxlRAalUfe aiF]6VIRRr 9rAGlq lIX'~MM�� � ai�Tlai iRFR a3(wlmL ulisf Emnw l _ »eE oEIFI11m,FA ME OONIRM 91iLL PISMi1 A OMiwuW e e xal P M 1¢auEmmin n[r Emi, C 0 N 5 u L T n N T _ ]tl uK omeu wa wine i�w n�Ew¢Uxc uiw Ix3feu OL ryµ ice£wm2 xsl0esaaq,♦a s 0.x1 B E.JS S TT/"aew.eev NauETANT aama:a�u.xrxi raarllmml»ff,a.,me.P mm/m a.aF o+ m(OF __ _ 9,6 P,Axe er aMNx rTa r,>a au,..m m>s =a - mucluwn ,x>g laarmxo nx ever aMEF im wxnNo Pma. �+9� PAamo tmTa=vue en m.m en a.o�(om..m) PREPAR D FOR: The Cape Cad Five Cents Savings Bank o P.O.Box 10/19 West Road _-------- Orleans,MA 02653 A=r.•.7'sz seia""�e.r..�,�., i�fiE _ 9J 21 / osc F<uos as INranw s - rz >r t1 x.• e-ems-m N I610'02'w a 2.33' I ./ / .- /` FaAo ✓ ± Wes\ \!��`s� a1R T_syso"so -J1\ / \ �e pQ ®@ hx }}W \/----C�5Q1[d ✓ \Z •'ATw. \ l _—_ __— __ - ••- Y B / PPh°26s - -- ® - _' ' •�.o t� .k s•e•a - - / P0. ✓ _ a� orr � PA I °COD NF 6AVIGS �/ — f ❑ as BANE soO 4' S Or Oa, E 900N 309OD/PAGE 13, d09' T LE u ®®®® 6Layo and Dimension Plan with Overlay EET ND C3.0 a a\ 0A T De- E: 9-15 - - --- --- - --- ------- - - 50 0 50 Ia0 K' -----------�-- SCALE f IN T 0 o S Awxlo x ♦, x x // G ��•' �� _— ————————————— —— \ BAXTER NYE bad _�.��• Rr.%� ,m ENGINEERING& Tom ___ e SURVEYING a ��•��•—• ' W► ttrAi Mtu�ai me T ®® Z — _ RagMt—d Rof—Wd Erpinaers kW 0 and l7d s xsy- L; i// _ „ p9��B•1� o,wnt ..—... / 78 Marth Sheet-.7rd Floor �t Mymmia•Moaood,oxtta 02601 u i p axaa Plwne-(508)771-72 _ ro 502 wel sr rAaux / Fax- (SOB)77f-711 q}� / / WN9 Ftl1aErAl 0 - a-n, �— /.�(��1�/��[�SsT..1 TnMP a"'""`r.a r,] // ®p // w rs�` _u� _—'- yo-.,�e as � a-,r �• �Psa ocr.. / CBIOH FND /// `'� / °`� ,a.� w..�-PP,1 N_,o• OO `i/'0�•� � /a,,., _ / �/ '/ / '/ y vam * `�0 LBr• I "�NL a� consuLrAnT ff rsL>: BOR consu LrAnr Ko VEGI WEI Ne e5 PaDNt` D 5E e"� / N mom Aaxc�s °"e a 1 rm moos omauno 1 / ° a, a- wl IS CB/BROKEN FNQ' qo r ....-.,. 11 PRE=l roB: Is -e.oam ..0 ro[o. Z. I 1 1 1B- The Cape Cod Five Cents Savings Bank , �11E �111 I I e„.c P.O.Box 10/19 West Road P,,,, �( �s� � �,.-•""'aM,,.eA«I` � �_s'e �s a I m I � a - 011eans,MA 02653 I O qp B enPk� 19% �, ,a �5d n •C. aqu M� ® mma2 1 m j1 Q� ""® IA Np ProPoaed tKBce 8,11ding I II II[ s e �� . p^'^•° r//////�///� m Story •®�i wsr.eA°O,. O 4P Lobby N Ralsad . \ Roolnm Aaor< Terrace ^/\`\ R\ o \ M•� e+W u,a raptE 6 P.p—d 0'S(DEI ly CourtyaN I ACK,M / O a Y TBaCK12 <\ S. is TAM �\ ggmm � - Y ,t•a'� a \ mac+ ND v HB IW' rBOui IBLDG CK_ 3fw _ _�Q6 GRDNi BLDG SE'9]EM _ 0 N05DAPE A __ _ \ - 061E \\ pp R1l'jS���� IS a KMm .. /. \ v V ,a sND a I 5'Fa T LANDSCAPE SETBACK _ 1=Jd y A_ 8.95_EH45tI1d �• m—MI To u,mdTS� l5 NIw Is V 1I/.IW,IKT � .% ,aN 7T -.\ uulvem NNI I Is \ � P\ `z e \ � —�• NNlwulouNlV•e / nxnsra°Ern� rg��pE' A A d1 d A \ 1 x /} �— —� �� BLayout and Dimension plan — — ------ ------ /� r � _-- BBr — nP C 3.1 --——_-- DAxoe-,n-u(PUBL/C)200 F7 0 o so eo BC6lE IN BEET AL nD x �. i� S BAXTER NYE [3d z _——— _ _—— —_--'——— ENGINEERING& �' - p �_---- SURVEYING ,n --. ,r `'9 __ _ — Reghta°d Pm/embed EngNevs �/7 ----------- °nd Land S mym 78 North St—t-.Yd Floor 1-1 s -- _ - - N)—[%Noaach°setts 02601 L 1 Poa- (508)771-7M - ---- �. _Noter-n)e.oare p>a v ��'$• 1 \ Jl1BE-ViIC1TF-ASEIIENF'_= '�� •p�� � � � ��'�'' tie"° 3 -- \ \I _ '-,�_ - /�"- -_-"__-_----__-=a ;:— consutr.nr A�W.rEME COn SU.r ANr BORDERING o,EoP = - _ �\\ \ / r a VEGETATED WETLANDS -__ m♦ \p j I I `I 1 %'0i a_� GREPAREO . _ P e Ca Coo F've Cenfs Satin Bank - s _ C �r ,uu Pe 9' ae �. P.O.Box 70/f 9 Wesl Roatl p,9�• / '�/'// Yi' �cr;`\I\\ 1 \;.\; -1Nal ,l OAeens.MA 02653 l °,• I(1 I o ��I _ \�wl'h ��cteb no Proposed Office Building 2M,Storr ` m./ ,�PAwo,o'smu \ I 1 I I I I I \ \ `3 �. . 1 � {/✓ \ \G0 �A /�' ,• -"- /�'-�y tits yam;-4, ` 1 '� �I `w` °F'""`�"o"m'"° am \ \\ `\ `\ Lme `\ a'r \ \ ee+�l MIN.u�sv / on etoo_$E A� _ q a\ \.• 9'�E�9EGK bnM a�� .I. g.. I I � I I� I \\\ `\ \� �'� \V`\`\ —__ el r �\ u IM2 °°wr ET TITLE ,____=====-'_ -_"__-_-== =='-== ===== '=`''`i -_�/'"- �� 1 1\ / ;�/,//.�- •' =arm; 44==�'\I\ ' \ Grading and Drainage z ---- -- _- '"-e . a ..r� ' Plan —__— ET NO 6 0 SWM BASIN /�w .5 _-_-_—__-_-_- _-_-_- I \ \ STATE C4 O Irwe -------- =� _____ �--— — � —�`.• Aso o so eo — _ _ - StiGAIE 1N FEET U_#8-MODTF%D GUTTER BOX INLET ---- ------ 4O.T -- �e BARTER NYEEEDETAIL #144A RIM=46.50 ENGINEERIN & ---------- _ a�INV. IN=43.07 6"_2ERF-£PP- - - ------- SURVEYING R+INY-IP1='43.a76" PERF. CPP CLE-' - R ht-Areesd FigM-34 CLEAN QU'f VV' PERFORATED SU05URFACE FRENCH __ aLd S,-raINV 44.77 SGbI'4O PVC ®S=0 5� - 'DRAIN PER DETAIL #130 - 4q PVC ®SER�2T,, SCH7a N staet-ae Fleexymellx woseeetro o2so, -(50)7„-Tno2 ( )T------------- OPEN AREAWAY ST-P OT^"P _ --------- ---- �\ I I INSTALL H3O-INSPE ON �' \\ 11 DMH #2 (5'0) _ PORT:TYP. WITH H2O v 1 I RIM=46.54 1 I INV. IN=41.30 _ ,-LOADING, SEED ®�1 1 ' -J ' SEE PARKING STRUCTURE.PLANS BY #217A_ -A E? z 1 AI INV. OUT=4O.8SY 8" TO STORMFILTER- 1 'I INV. OUT=41,20 12" TO CULTECS ' ' coNsuLT.Nr ' OTHERS FOR ADDITIONi(L INFORMATION ao ' 1 _ INV. OUTL 1.20 12 TO CULTECS o0 INV-3 -a'i /' / - '1T - -------------------- 13 t-----�-64-4-____r--------------- CONS-TINT _---------- ----- -----�____ _____' '� ' B -''- ----- i IMV.=39.6------------------- -- -- ---- ----- ---- s PREPARED PON: GARAGE SWM'FACILITY - I / The Cape Cod Fire Cents Savings Bank 96 CU)11C R-28OHD H-20 CHAMBERS ___ 1 L 125.,D8' _ r --�� -- // i P.O.Box 10119 West Road 3.R( OWS OF 16 EACH LAYOUTf - Orleans,MA 02653 (84 INTERMEDIATE ANQ-I"2 STARTER/END UNITS) i N TMbT1NG, ter'' i O --_ WITH 1.0 FT OF ST9NE AT OUTSIDE PERIMETER-' l l l P' r / TOP - 5 46.43 FIN SAED GRADE TOP F CHAMBERS 41.85 ( BOTT M.OF CHAMB S=39.64 �. I i / / N CULTS 46.43 (FIN)$HED GRADE)BOTT OF STONE= 9.14 1 i / STORM 'TER 330, 39.14 BOTTOM OF STO E @E ULTEC DETAIL SHEE(S C6.4 AND C6. . ALL _ 1 v / / TYP 6 E DETAILS WORK AND INSTA TIEN SHALL BE IN ACC RDANCE v SHEET C6.4 / WITH ANUFACTU$E SPECIFICATIONS '\ 1 ' ' -- IN RDER TO PRESERVE,114FILTRATION RATE ALL AREAS t 11 111 II i� ,INV-39.1'4 INV.=39.64/ 0 / C(SNTRIBUTING RUNOFF'TO THE PROPOSED INFILTRATION /FACILITIES MUST,BE"STABILIZED PRIOR TO THE FACILITY / 12ra'.O8' .'' RECEIVING 5UNOFF. - --- V 1 '' _—_ _�'' _____________1_J__J___L__1 ' _ J___—__/ I �> J' J �_ ___ __.�__It_�1 11 r___fT�= F_______* ___¢�P O OVERDIG, TYP. ' SEE GRADING AND\ 1 _ L1 �F_�LI____i_____/_ 1 G / m o V DRAINAGE NOTE 9, / / ------__I___- � 5 J ZnME SHEET C4.1 -1-1-_Z-}-1-A------T---�� cam -6MF�#1 (5'0) FM J RIM=46.54 [ \ I o a E 1 1 I I I INV. IN=41.30 41.2 M '-WSTALI1 INSPECTION PORT, TYP. I 1 I I I 1 1 1 1 \ I m / WITH G, SEE DETAIL 217 1 1 I I I 1 OUT=40.80 8 STORMFI iINV OUT=41.20 12" Ti0 CULTEC e; W a 999E _ +o o +o zo GARAGE SWM FACILITY It a NEET T °ss 7 ne. ax SWM Enlargements and 7Y 7Y YS Tr a Y9 SS IIS 3F4 NoalzoNTAL Cross Sections - 10 0+'-+0' ,0 20 NEET NO ,a 0 10 20 C4.7 w ncu SCxIE IN FEET 10' DATE:06- 30 0 00 80 SCALE IN FEET •�'�- nn __— MH w_ BARTER NYE &8d z oHw—_oHw= onw I lw aHw"'_oHw=_.,nHx� ENGINEERING& °L a 9R-44.26 _ SURVEYING k1N Wc Raagistered PmfmWM Engf— ' a Lana SU-y- W. `- w T �— T i' —x� ab w cawwuc rtE vM 7e N street-3,d na Npnnie./ hu 07601 43.4 Ny: a - _ •• Phane-(508)(506)771-71-7501 W s ' e� Fax- (50B)T71-761g �a ' // /w i S y 6 / qy � -�• °I-xzea eux A�BST°iN �n is Ar> sTAuv � e 8 �w / ' €- -_- , r'30'wDE UTILITY EASEMENT - INS mm`o 11 s� aaTraR .'�aai CONSULTANT InNT o wTa \ „zrss I 9 / \ g4 \ CONSULTANT f W V pP/- 2 anuer C°P / - USE .- � eo!1FE UA. zL A w svx a �aa�+ax aur- PN cP / FRON/0SEtOj =•vm w sseT vw eo / ono A. a E ° �°� w"�oa. PRE.AREo EOR. ° o� uPnc ss The Cape Cad Five Cents Savings Bank / CB/BROKEN FND-\ o L� sPao T wmxAaw. o,P�.S; I -�i 9 ', o-aax Aem omo P.O.Box 10/19 West Road 7°7 SITMx.;z a �, - 02653 g � vw. a e10A��r."ac ' �'�o*r"�UmLo mol vcc a Orleans MA /� s msnxo 1£ _ ,Q anemu% ro ec y ��,,.• '„ xn .. N m°F;Isoammmre � i:\ ¢ s a.w _i' _ vameenTa mi 1 Ah .u.iesvxa;mAreAT`aaaun v II CAST \ �.a T "ws o�gwaala7 m r-~ fa�rowrxm'ap"vw°'°n' AA�a'� .•.\\\° uo°. s Earl 0 <' %ii;-�' = e�Awsm"s°r a °xsm p am+c rU� omma rlwri mam T[,no xxi r ao a sa a°m1T urtn l \ qy' wa�A11Y / . - AmMIMMM+l°wwrm.ATwx i oABAac _ ecAmmxaUP ''•:\'\\\ \r}\. R :N.:u s. ef'anAN°a {,' 'SIDE:: r p e\ ' ' e•ow°nss umm�T uxm EST •VO iBACK': 1. a ` E erP '.ID' ILDE'Ka. \\ o / TZI \� uon v&TsRv raum°°imrN E•5EME1� `\ \ Y ' N 2Z. ��urc ro vlcc.:vaH.®z o _ _ __— \`/1 y0E EPNOSLPPE� Bti�He 100 FRONT SLOG SEjen_CK_ • • • —�+ HB 100'ER D A e sLm \ \ / -�• =Q� (a1 NB�0 SS'99 � \ \ `sror AOp • C i i x SMH1.Bo1 Q � �Q PPPK\NG 4 `` qr m t Q a� N.-E 1 P. r ',- a 05 send\ \:<�o \ \ \ cwTwa .m.r"°iis�rurta -- N01 ---- �_ NB 03'E SCAFJE SETBACKANS - _____=_ gg � 1 5 S E Es 1.� I °eaaaa � °e" I •Axe a aaQe ���of \ ®e SHEET Hw—°E" o„w—o„ off e I Jd/ l _, \� Utility Plan o aHW---aHW--OH N iwla� ro N OHw ONv \ i\ \ sN �7.0 30 60 - -ON yf�OHt1 V `- ��- �� \ / vOHUR Vana - OH�k //// OPT3E0.09-1L-10 --------------IYAWOU34 ROAD/ROUTE°Au IC wK OHw- SCAIE IN FEET - �G -� P K QQ EC.-"-W �-0 cn v—G _0 _ �I_ •/wr wx1 f ■ BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 3.12.2017 Mr. Jonathon Idman, Esq. Chief Regulatory Officer Cape Cod Commission P.O. Box 226 / 3225 Main Street Barnstable, MA 02630 Re: CC5 Hyannis Banking Center Revised Second Floor Level Floor Plan (copy attached) Mr. Idman, Attached you will find a copy of the revised 2nd floor plan for the CC5 project which has increased slightly from the plan originally submitted and approved by the commission. Original Size 30,290 GSF Increase 1,137 GSF Proposed Size 31,427 GSF This change places the large Boardroom Conference Room in the void that was previously a two story lobby space. Please feel free to call my office if you have any questions. Sincerely, ���S��KDA , Kurt E. Raber, Partner F 10553 � BARNSTABLE, k, O MASS. ' Enc. Revised CC5 2nd Floor Plan F Cc: Christopher Raber, CC5 Atty. Andrew Singer, Singer & Singer 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 W W W.CAPEARCHITECTS.COM I ®Stantec do I ------------------ LL foff Eel 10563 '—y LNNNSTABiE, O ® �- c. w BLF&R 03-12-18 m Q =1,137 SF OF ADDED FLOOR AREA =4 C�od� Wpe coe s HVanrvs 9antlne Cemei SECOND FLOOR PLAN - ADDED FLOOR AREA ° r SECOND ROOR PUN N.T.S. IA-10.002 Town of Qamstable ` Tarot of Barastab►e r: Z BOardptMP4e>$.. ':_ -ZoBooardotApp6afs. NOIIrA of PIIbRs tics s under the ZaNng pr wr,�. :tiglice 01 PebAt H under the Zbd.M Qrdkiance:--':-' February 14,2018 aryS4,2018. .;.;> i:s_'::;_'_:.''; To a8 pe sons fntereste�in or affected by the actions of the Zoning To all raon3 lnteie;tad�M�a(teded.by Ne eEdoQa'of thetng Board 0f Appeals,you are hereby na fiW,nursuant to SaAlal rt or Boa[d.Mp/Elppea you m hueby irob'Aed. �Ir"ant.to Sertl¢e':11 bl. Chapter 40A afU,e General•Laws at Ne Commomveakll of Massa- chapter 40A Of�Pener@t laws of iha tAmnwgivd M:cf•Mpst•, Chusetis,and an amendments thereto,that a public htwW on the 'Chumm :ant am amendments thereto,that a ulOC:hearfnp'on the: f011ovrhg appeals will be bed on Wednesday,February 44,2018,at .fo0owing appppecals will be held on Wednesday; ruary 19,`?016 st: -ihe time indicated: Ule time trxhcated 7A IRM Appeal No.2d18.009 259 North Street,t.LC-: '7A0 PAt Appeal No!2019.009 '259 N6M Streek LLC 259 North Street,LLC hat pelifthe i for Use Varlm'.pursirant 259 North Street LLC has petitioned for a Use Vattarue pursuant to Section 240-24.1.3.%A'(1)We Hyang Vt>is V.Bustnass DI%ML• to Secdoh.240•24.1A IL(1)We Hyannis YH46 Business OWikL The petAionei is requ60ng rettel to allow for medical office use -The petittoner,Is requesting relief to of H for n)wl t oloppiuse where,curten0y,medical office use to MCI petmhted use3n-the �hhere;'Currenty,mO&A office use Is not a parmflted.use bi the. HVB.The property is located.at 259 North Street,Hyadrds,.MA.as HV8 The prssor'opeily Is located at 259 North Street:Hyannts`1AA:as shown on ASmaSors Map$08 at Parcel 073-ML It Is located In the star"on Asses Map 308 as Parcel 073402•It 1S located tri the If enals Mile Man.as(HVB)Zanlrg District '.... Hyannis VSage Busidess twit)zgnhg Dmkt r- 7Ai PM Ito.2018-019_?oreiHath.Devei'opment(iC•: :.7:01 Fm f(o;2018-013 .To."iNoitiOavelop_h"ILLC TmerNodi=m¢nl,LW W.palilloned for, Vadaricq.Pur• Tawetf(OM opinNrt LLC 4$',9eAdoned for A Vadanee..�ur- suaAl to tiectlon 240.14 E.11 Ar Regulatons In"1 Zaa}Aia., sushi to Seitim'240.14 E;'Buik Regutatiens'ia:U,e RIF is-. lrkt;mardmum buiWMg helght'of 30 tact,The pehllortu proposes tq (rk madmum but iittlt oI.30 feet:The peAUoneff p to Construct anri'rnslaA a 170 foot tall rdteless communii4gails rnommp• runs Wet and irlslall a.70 foot all wii"cominriOkadOnS.n(arop b'e,•along vrhh Supporting eduiprhe6i(8rid she,lrnpr0venunh tq a1e,'alonp vvBh'suppaflh9,:i4Opknl ails site imprmrnt,to,to serve up to sbe personal wbaless.SeF*e ca jS.IndudfN T MooOe, serve(rp to i Deraonai ivkelgts service tar'dprs.indudkig T;TIoM. Splint and AT&T who were formed*located bn a watet.tower at the Sprfntand Aid T Flo y+cte tamedy located an atWar lawer..st the property that has recenpy:beep deptolished.;The properly is:' rdA groped*Thai Iran rEGalty both demOlf M.,The prppeA as aapppprail- irately 158 aties and 12 beat at 414.Matn.Street.Cotyif q a! moiety 158 sues`anG is'focated at 414 Main Street,Cgtwt'!AA'as, ,shown ar As- Me 038 004."It Is located'nl'the ResF shown prtAssessb)s Ma 038 Parcel 004.%It is located ki Ula 9t31 Qence IF(RF)7an1n0 Dist t `; r. riches F(RF!Zoni(q .. :> 7�'02 PM Appeal No 2018 010 r: T(re.Cape Cad'Rga_Certls 7 p2 PM %Ippeaf No-201"10 The.Cape_Cod i(ve''Cent;' 11 s.out '?aHn9 J .�' .'. .. •:' r S81�tUMk.};,.';}i:r';�.:•'.: :•, `�..'.::t'?n • • I 14 6 Cape Cad Five Coots Swn conk Is seatAg'a Spacial Per The Cape Cad fNe Cedt4 SaNnOs Sank is seetd><g a Specfd!Per=' mT.pursuant to Chapyter 219.93,NNkmtope fnD builfts br alruc• rttit pursuanHitChap e.-240,93 NoncontoriDing.quHdk,gs ur.66w. ,a tares not used as strgie br twahiliy kielsrgs'aid.lf tiefessary,: tures not.t�d as..g I -ortrib-fam0y_divg94yggss erq:if,r�$scary pursuant to Section 240.25.(C) He Otsfrtil.;The.AppfcaM h.pro• puisirant;to Section;40.25(C)'HB Oistdd Ths'AppOdnl is pro-. pOft to alter the easterly lot 16,610 Bider to COmiejr a pprttyr,of IN Rosng to alter,:w ea5te*)dt Aab in airier to c6nvay p poiBari,6 the W to ire prepedy located to,the east Q(=ly;nnagh R :%Tiils land to Ih4 0f.O 0.�ated;to ide.east•1520-Iylrtnoiigh:l TAi§ Hiu•tesui(tr(a dranoe to the paiidog.and',ddveway ca,8gur on xi)f'resun:ln a ct(anoe,to the paddng a ddPSriet+ponCgJ ,On ' the preexisAig'nonconfalrtdng she Also propos�d'ts a vdd In- tiio prebidstleg'nako610iM"g cliff_rNso.proposed is'aket0arkc fo terconnedort betke n the two,p emm,;. propery It totted. tpi&weatori betgeedthe tvto properties..:Th6:p erly laatad' at 1582 yannarggh Road-((Raite:�)Hya._n;K MA'A9 shbiid'O'As. at 15821yerpydugll F". .((Routa 13 Hyanpie,MA`a=alfmfn,tln ILS: ¢esscrs ASap:254 Parcel ai4•;?1t14.)drated.p}Ote:liighway eutktes9 Sensors map254 Pardei 014.'If is terl in thq igglnyay. 9 �.t. t;-'i� i�'!,•�=.�f .i (H ?nfngD464_f.N '-_.:..� �J.193 PM 'mppeguo:ioie-mi :;; Yee:Cev6:eou is p '•-Appel :201"i' {.TIC°cap ::.:... ..... :::: : :Con. ;7Aa >a:> s ifn. e;;-: �r. savrngseank. ,. ....; s8ari('::;x;.-.'- ..,. ..;, ..� $avirg f:;,t '-'•The Cape Cod Five Cents Sav1r.V,8an14 is scel6rg•a ho'M- catim Th6.ea `Cad Flr6 Cents Savii,g3,8aidym'seelQihrdditT( bit: .u1., eclat PermA No.2011.060 or.a-how Special PgriM to after the pf alpePgr�prT J(0.�1h050:Ora new Speitai.Plfr )4 Aker• pr oust'approved WA'Pufdrg'06cwre tedavet6pmtnt design pre Sty.*iOreQ.baht/Rarldng 3fruCtofa.rode a6priigtrt desl hBr Dursuant to Chapter 240A3 H Ormldg.bOdblik or,stertetpres put§isai,t to;ChaVlis,240 83 itotKoidotmklg:b 6r;;WduEPs (at Useif as 6fnAb.Or•two-la�2orin arrd U neoessary,.._Wr hot 1 eQ at 6hrgfe ci M o famiN divl>Un9s.an4.1t . ... i:;par+ Srtgrit to SoO.m 240.25,(C)HB OBtrivt:'fThe AppBSant i§ roDosfng !soantto Sec1(orr 240 25(C)He QWdCt;The pppAtnt k PrQP t� t6 eSminate the drnB(hidugh:vvhjdox earl ATWrecan[�pur4'a6d to egmingte'the drtft Uuoogh wWW and ATM,' mfigure and I**..the dppearance.of the;" stitrcture,taddIA f rig tn.Iha )bwer.the appearance of Ole parldrg structure,:arid parldr,g_fn the ,area'oi the,rdrmer•dfiva up wd ATM era adJusLur@.�pnd arga Or.the.farmaPd window and ATM,'apd ad i the:laPd - is fhg around the reconripureh`Plddng•SUuch,re'apd b 04•`Al- scaplrg around•the lecOnB_gured paridng 16 ture building.'A1- 50 prop el Is a vehievtar(ritetdgrcieN(ort;nftneeit;Netrio p(o io.p ds a.vvidadar.Mla(connecOOn,�eMieSn the trYG•d.. (t{ Tlre'OpperyJs torated At;152o)Wnno n'Road')Rait8:3322), oies proper*Is Iocated at 152o tyannbugA Roid(no' .332). loofahs,MA as sham op Assessors Map 253 Patel 020•TOO Mapp; Fydrmis;MN as shorpm on Assesses Map 253 Parce1020 T00;MapV• .253 Parcel 010•H00,Map 253 Mcet020:800,Map.254farcel 012 253.Parce1020 H00,Map 253 Parcel, 600 Map 254 Parce1.012: It is located in the HW way@irstoe5s'_(NB)Zenlnp10t ' L :,• ,: R Ii Ioated In the Highway Business(HB)Zoning Otstrkt�; ,',`i^ 7A4 PAS rApped No:2018:0ir2::,;'.• Eco SrTe .''' +j7A4 PM,'Appeal No:204012'' ECoSrTe .:'; v Eeo,SrTelraSpetrlio0edfordYatfahoa ursuael2oA ,'Gectian EedSAe)taspyA9onedtoraVadadceppuursuanttoA&TOXSeCUdn 240.107 and Arlkte.Ri Seclim... 14 41191k Reguiatiai3 iq.sno RF '140.107 and AtUde•(II Sectop 240.14 E.,Butit Regulations tritl,a�F "loft DlsI t'mdmum buf<dtilq ht of 30 fat, in the;anem3= •2on4'W4WCt'madmpm bUMOgndi9ht of 30 feet IO.Ui@ akarr{a- ' yva the petitioner is seekeg'a Usa,Varianco.,.Ih petttbntr prop"! f1vA the pedtlo"er is seeHng a Use Yada„ee The piOOor,er p'ropos- !s'�o unshod a 145 foot tag vi(ee(ess''dom tons moridpb'e, d to:constrlxt a•145 foot be wham tor", "tormpole, along vlith su'ppartirg eyutpnunt and site ligproremema'Tite prop; along whfr.SU i r kg•equ)pmerlumd site I"vivements..;:lhs prop- eM.Is epprOrdmatey.17.74 acres and Is located ar 830 Waakk��by ft is app(dai"iateiy 117,74 acres and it,(ocatediit 830 Wakeby ROad,Msrstons Kft,MA,as AwO o"Assessors'Alap 013 Pafcet goad.'gyrstons.AUUs.MA.as shm.on Assessciq Map 913.Parcel =403 n is bested M the RaSide"ae.f(RF)Zont"g DWriet;. oat:'It(s imtdd in the keWende F(IIF)Zonlnp INstkt Th6s0 public hearings will tie ne�dat Die Bwfistalik loan lia�l,387 These putdi6 hearligs w91 be held a[1hQ Sams labfa toriri flail 387 )Aoki Street,Hyanrr0ss,111A.Heeaaridnr1gg Rddm 10Cated tin the 2rW Fluor; Mafn,SUest HyUhte MA Htadng Room bested on,lhe 2trd F1Qor. Wednesday,Nbniuv 1q.2016.tins and epptkatfons, be ra: lyednelriay,Febttrai7�14,2018. Plans and applications may he re• *towed at tt(eZaning Board of ApDeats'OMru dnkig mw ►•efop viewed at the Zoning Board of Appeats OUice,PImfi4 and Dav6lop went oepadment Taus Qfiicg!2r)p Maki. L.lyuyri '►Aq i,;',t mat oepad r%.Twm offices;200 Main StreeL liti its.INA, _ Barnstable patriot Alez,Rodotalde,Cbatr '-; Bamsfabia Pairtot Alex Rodolaids,Chair _S/AB Me Zonhut_BwtrdotAaoeaLa L Town of Barnstable Geographic Infomtration System January 29,2018 •=�": ':L%!. y .J.....;,�, .r..,. .;.a»s;..rii/,•.f; ::;c••f::.:�.•-..� i rt;.: ;r.:tc}�.:.. i:;r,.r.: }•5 .J:: , '-•e.': .h .]. _.L•:'::r;: .� a::° }�` ,.r;�.: t\ fd r'.y:;'•i': ;:,:Kt:? .ii.\ �i::� �r5� 'ii:\ :.r •l;�:ri: •:t1�:ii:_ •:C.;].}: ^:ti...• •-.15 .ii. ..5.}�G. `-is-..'4�^:..••. r.,:. VSVYYD. .'ram•-•.J•• 5a,,.,':Y• �:;�i:•i' .:1... �::•:'• ::-.15::•. r r. =ri:.`I .t•':':•i 3 :}ii '::SS:✓rV•':�•.• rJJ:'f.. ]i•. Jr':;: 2!�•::r.., k kI} :r:Y•'� •J..nR]Ti:� .r.Yr) ,i•.: :A. •t�i?Y.p'•; :: :�r,...A. ..r.ns •....:]'r tr•.rN.t:^� f-f .A:" ./,�'•i5'.���'w'J�':Et ..5♦ •:r�.J.:'A'':+. rY:�: •��:•:t'•'•'�'y::y .:I:,.•. .•]r Ir•• t:? }:ram:: •t::li'�'•I.:` f:X::P• r�;y::i«. r:.. •rr..i ^'.!•'•.. Ar;r'fir".::. yi::.^ •:Jr.. ';ia. ;:i:; ,d., •;N..'J,Qr Y5. �:r:..,.!.t. Wit:•::J.. ..;r...i:�:1.. »y '_may .:l,.Jr:�•{�.;.r::_5.:;:,. ...!.., d N•::c::'f:::•�• 'i:•. :•w:':•r:?L• ::yr% tP+188D/1.r:•".yt:i� - :�':i...w•. ::�:.»;.;': :.,.,\r�'t.,::•::_. .,r",.SI•rid::;•r.• .r.rrr,-. .r..,,. Y, f.-,'::.'• �ti:fv= ..Y,: •L.rr:.• :.C•.{sY:}.br - .,�t;,r-:�.;:::.--:.•:•: f'`.`�.'•:�."fir•- ,,�:�;r '-`f.'2 :/: `'t.= F"•`y.-•r ;%C'E���'.? �' }::�• Ji''fi, r. •i n ,.- ..s 'n .:t: ..``.ti 'vr - `ry Wit. •i:ii^ `•1.:}+. .r_ •r•r 4`::�• ti S:`'�is=:=: •.•. r: ::y.r-5 .f� 1. :\:: :�Y i:i.::..1:'::: _�y.r:::,,r.i., ,r:s:: j•.,. ..\:.. t\.::. t. •��� 26'J111 '•a•:•r •1 ..�•, :'•fir.•`l'. ti\`:�.:' f V.1 ';:.+: �iii:'. '=pis:. i:'::.i •'c:S".;-:i...4'.`: %::: .r.i7:.5.;::.,, .:::C::p:.s.':::::1:.. ::•. ]?r:' ::lkJry•ti%.•... ..:� ::ii....A ..rry 5• ♦ r� .•q::-. ;ask ::i.�.. ..A.. ::i`:- 2v:.r�%:e.:a•: }y'i...» r• v i"Yr� r`S': i:? }'j�1....... •: �Z::,.� rJ. .Jl.+r�:'::r'.....:• n. "..:':. ,•':n•J-J ••ii.:+`. .:•_•,. _1Jr rr ;Ji.:;Ji:':".•, rA. J._. M I':' /r• .Y'••' ,rr, r:,\f�r'^�.. .Y.. .vr•r c :�:ur.�..::5�. .t::''' ..i:' ..i:•. 5•:{r::':4"_ ..t..,;• 'G'7:::,;, C rG=s•V.:�::::::5 . ''`J'%..vrlrr fir; ':264D'16: r. `ts%%f:: .�f•.. "rr:=. �'s .r::.;. .;r.;,.r. ..�{:i���;;..trJ..;...,.:t r.:• .i J,,. ...v...,..•, .:{..,5, :}. :�; �..•:;.;`,•. .!.• •�4.,5,,.5j ;.i.y�:^. :..may .r.�J�'i.. rr �ti: .r.a.,. .,>.. ':rr: :i%; :civ �'is;.:.�:± I 'i :y..;.•...;:. "f,5 1::i5.:.:�a.: ::::'::�;;...z.:;�i= t r::.• ,tor .h�. Si:J fI,'• '.!•J..N�} r•/ "il';}5.:l.?.::i.� •�t� /.'::::•'] •_:'': \L]..k,V,,•r, '0 `}iA?ii{Y ':"•': ,'i•}iY.:,, [1r ••F � .er ,:};y:% yfrrt,f "iaCt�.::i i ''i'.ytCr:::! / "titL•: ::::•S�f�•� yr:•• ! .l• f' IS:.•f.r. � S...f{•:•1:AL'y •- 4 - j � ,.r, r h iJ- ':•'•rah:. •''••':'�' ,/ j j/ ��''�:'':•]-5^'i:t'ii�'�'`•'%54a,}i+'4.!:.'2�S ��'%:J ir:• /• ,. �/ � //�/�/ w:�{�'•••':wive.•,:�•i '• [� ..::.-+`wyt / / �• /fJ / �����//Jf//I/ ��� 2:�f�li: :y.5•:1� •'•''�'r �3,.n. :.ti:• 264630 s:i:. ._�r /'� rt'f::;:i;?.�:ii: :;:r4• E 2541 0300 '�1 ::y`.::�J'•:•»:�Ciss1(: .."ti..+_ „ �� }�:rt�:i;•.• 72rt -lr:G,t,l:Y•:•J.., :�✓{Yr�:y.�•r�' :t�::;�S:fY✓• 1 . i:rr,5.•ti: >;2535 o17XS1:::. / /��/ rr 25401 • 253017X13'`- '1iSs4b`, � it• �y�f� '}:%. '.4 r•��:.r� :ti y�•�.:!r.• ::•,]i90 rj.�('i'Eb/ � 4 r �' :'�P�':":':"• r•''S 'r:iy' ::�:•�]•%7(J. r/f� �j//✓/F� 'v� j Lt•1:'Y4'j:ye;�a��+•a �1536 253o17Xia 453017X08• 'y,:-- �� �� / ai.•a.i•.":'::..��: ;: '�:. fir; r.r•r:-rr•.:::� .j / � :3:Z ';:[ ••-}:r:::•i:�d:. �7:::i:�•'t~::ifi:?�... i;�}3,t;4{!1585+:u`.;.�••1::_:,_ i%� � •�:.�15�0•i��•. .r:.•r;}• r.+ •.l;rr:•i• 'n,••]:::. •`::I.rk,',••sv'• �j '+,-�::,«•;.t?..•SW7X fr 'tr•rfi:?:ii :.:'::t•v: ''S:_�...•.••ri..�i-r r�.J�r�r�Jf� AVV IJ/\12 ,��4r .� ..��,�ti�: ,•.[.:j r•'•_•V,rr• Mw y:�t. Y J /. . ..Yif,7JVlY(lV0 2740M 25d80lT00 '}::? t:r^Y: �r ::•�;: ?z.;:•],'�;: ;f. }:r. �� �'_ 1520 0147D �rr1831 :•/ .'tom'• ::�4:.�:: t 51701 :L_'•::':; r.. :rrr;, ;far / f/ / :,�2530t7X06,.:�:: •i�ia,,.,:.,.1:;' :+•'::•J.iS:• .. . . ti :• /.�,,,�/i/�: !•.:.:5- .• :yt'"'tF1585• •<{�. ':'•' i:• .it;�:r::'.•: :.v%• k::`.;%" r `. ,� rN.:_^i it�� ijir:W j i'r;:••:':}•t?\)::�h•: lr::r�k: �' :'i•:7 y...�^.:t• ... 't:}.,.y,-•• ..::. `••� '^•:.+.•` 5'r,"r.- 263t}16{ -. r.C•r: .¢:..'::r . •:! ,J�f, •:fl..i,I, ;..-r .r:� l r.t:�:rf«tj','r li�J+y:^. ••.... „tt•:`1r:. M1 4wo�::._. .. i.;�ir'-.. ,�v y_• �1556J G•• �.�]':•.r —•"" t•'r„_•2•". f:l%.+.C;.....?�:C:;::' :3`.•,::2�0'17XS14 s.a�< ^`• `..ydr J - ,ib't:C:.•: �;•2a3015 ter:': •:f^•it'J•r• ;•'ryr+:;':. �''• .:i;;:ti:�:. ti::: 1s•:::: :.1��: ::.:::,v.:i;\•:`.:::'.:'�' :1-1�t.�r •~•;St:7r::.:•:.::. ::+•.ti:'... ;�%' � .�''•rp '%�.'_;. ;,•� '• A .5;:-':?% � r2530'iBC01?' •• ', �:%:::5';t:i:. ::{.;:»:t�±:::'riii:.'^r:t:5...;r,:• .tip v,;'i:���: +:i]•r r .r ,,;•R:��: ::»:.5r<ti «�`: � :•' r'a;� ;i•,k;J.. tJ��r• i :r�•.•, '�f151S�''s; <•:•.•:i r,.5•. = vriyl'''a% S:253C19TOC: �:_r...•:;.a e??'tr" r: ,Y•"� J.=� :,i^,r.:. 753014M _ :: r`:� w•: 'J;::+;:2:y, ,`�: s.i~`"=`�!+253014X042 r. }. -.+;::J�•: .::..•. «:�tFt575"'r r:4•:r.�.�y.:r'�'::• Jt;;"'••'•::r '^ .,•1481 B:?i.:5.. fa :.�••} rlusmo��rav>m�,u+yvr, soM•Eexnotsaeawtsrabpcee 1&W.254 Poeeek014 Zoning Board of Appeals(ZSA) Selected Pareel eotmamy dvromr R-4mbbbed ><ttap-w* EM hL The b f am 0 of Abutter List Type-Parks of interest are those directly opposite subject lot on 1'�roEr may„ot�etammeesnad�a xar,d�,�p��en t��p yy are oNy graphic�P ofA a tax yarcet, They are nothm WOP" any public or private sheet or way and abutters to abutters. Notification of all Abutters Dbound*r do t accurate retata,antoa to Pt yokel femm*on the map properties wttlrin 300 feet ring of the subject IoL Buffer ,f r 1/29120% AbutterReport Zoning Board of Appeals (ZBA) Abutter list for Map & Parcel(s): 1254014' : Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 21 '�°1 close Map&Parcel Owners Owner2 Addresst Address 2 Maltiirg Country Deed Cltystatozip 2S3015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 25541/107 LLC ROAD/RTE132 02601 253016 SILVIA,FLOYD 3 TR SIXTY NORTH STREET p 0 BOX 430 OSTERVILLE,MA 23350/25 REALTY TRUST 02655 253017XOI BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X02 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14909/122 OF(LB) 02601 253017XO3 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X04 BARNSTABLE-,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 2530L7XOS BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,14A 14905/122 OF(LB) 02601 253017XO6 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X07 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 Of(LB) 02601 253017XO9 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X11 OBARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 02601 253017X13 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253018001 LAPS COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 02655 2S3019800 SILVIA,FLOYD 1 TR SIXTY NORTH STREET p 0 BOX 430 OSTERVILL9,MA 23358/25 REALTY TRUST 02655 253019TOO SILVIA,FLOYD 3 TR SIXTY NORTH STREET p O BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020TOO CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 2S4015 MACGREGOR,I BRUCE ISLAND SUN NOMINEE DRAWER W HYANNIS,MA 18148/162 TR TRUST 02601 264016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254030 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 1490S/122 OF(LB) 02601 This Ost by itself does NOT constitute a certified list of abutters and is provided only as an end to the determination of abutters.If a certified Ust of abutters is required,oonlact the Assessing Dhdsion to have this list oertlfled.The owner and address data on this pat Is from the Town of Bamstable Assessor's database as of U2OO$. htiplimaps.lovmofbamstable.us/arcims/appgeoapplAbutterReport.aspx?type=Zl3A Ili Town of Barnstable t i Assessing Division c . 367 Main Street,Hyannis MA 02601 yymv.toivnofba rnsfallie.us Office; 508-862-4022 Edward F O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :254-014 1682 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General taws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. J a� f Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2018-010 Cape Cod Five Cents Savings Bank 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstabie Town Clerk. David-Mlrseh;-Vice-th& k (K4V Date Signed I,Ann Quirk,Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-010 Cape Cod Five Cents Savings Bank Findings of Fact At the hearing on February 14, 2018,the Board unanimously made the following findings of fact in Special Permit Application No. 2018-010, a request to alter the easterly lot line in order to convey a portion of the land to the property located to the east (1520 lyannough Rd) which will result in a change to the parking and driveway configuration and include a vehicular interconnection between the two properties: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit.The proposed use is allowed under Section 240-26 with a Conditional Use Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the ZoningOrdinance and would not represent a substantial detriment to the public good or he P p 9 t neighborhood affected. The Board found this proposed altering of the lot line to have no negative Impact to the overall project and would Improve the visual impact of the parking garage. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7,2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch,Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-010 is granted to The Cape Cod Five Savings Bank to alter the easterly lot line and reconfigure the parking and driveway. The property is located at 1582 lyannough Road, Hyannis, MA. 2. The Improvements shall be in substantial conformance with the site plan entitled "1582 lyannough Road Hyannis MA 02601"by Baxter Nye Engineering and Surveying dated January 19,2018. 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new configuration. 4. All landscaping and landscape screening shall be maintained on the site. 5. Site Plan Review conditions of approval are hereby incorporated into this Decision. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to Issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch,Herbert Bodenslek,Jacob Dewey and Paul Pinard NAY: None Ordered Special Permit No. 2018-010 to alter the easterly lot line in order to convey a portion of the land to the property located to the east(1520 lyannough Rd)which will result in a change to the parking and driveway configuration on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties at 1582 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it-to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section Page 2 of 3 2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2018-010—The Cape Cod Five Cents Savings Bank Section 240-93 Nonconformingbuildings or structures not used as single or two-family g 9 Y dwellings, and if necessary, Section 240-25 (C)—Conditional Uses in the Highway Business District To alter loft line and parking/driveway configuration Summary: Granted with Conditions - Applicant: The Cape Cod Five Cents Savings Bank 19 West Road,Orleans, MA Property Address: 1582 lyannough Road, Hyannis Assessors Map Parcel: 254 014 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: February 14,2018 Recording Information: Deed Book 30900 Page 137, Lot 4 on 268/53 Background The Cape Cod Five Cents Savings Bank sought a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25(C) HB District. The Applicant proposes to alter the easterly lot line in order to convey a portion of the land to the property located to the east(1520 lyannough Rd). This will result in a change to the parking and driveway configuration on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties. The property Is located at 1582 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 254, Parcel 014. It is located in the Highway Business(HB)Zoning District. The property, which is located in the Highway Business (HB) Zoning District and totals 77,298 square feet of upland and improved with an existing bank building of 11,698 square feet of floor area. The triangular lot is located at the intersection of Attucks Lane and Route 132 in Hyannis. Procedural & Hearing Summary Special Permit Application No. 2018-010 for a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District to alter the lot line and parking/driveway configuration was filed at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Reber of Cape Cod Five, and Kurt Reber from Brown Lindquist Fenucclo and Reber Architects. Attorney Singer gave a brief description of the intention of this application and stated the lot will be getting smaller but will still be a conforming lot. The reason for the lot line alteration is due to the redesign of the parking garage with the modification of the Special Permit on 1520 lyannough Rd. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. i ;. ' Trlwrtot@arnslabla :`.� :' - � .... •,• TownofBamslab�r'��;: .r;c;.e'," ZoNpaBoardof: pests.: `._. Board ofAppeab.= :.::: ;.• ,. .. NouoeofPub9tfkaringsunder 9tonbg9rdaance .. McBee01PUWH , under the;oNnglkdinancp.;'.: Fehruary 14,2ma FeDruarYt4?o19:;`,;..':j - To al 'Solis interestetd In or a0ectad,by the acdorss of the z0 ft To all percent Interested In or•affeded.bk Qte aEtlorts of Ure t`oidng' Board of Appeals you are hart by noGfled,oursuamt M SecSon'1 of Boaid of Appeals yeu ala hereby no90ed,pdrstiot:to.Se4 tt.of, gtapter 1 oilhe Gennat Laos of the Cornmonvreahh of Massa- Chapter dtfA of the General laws at the Comnwnweaam.of,hlassa•. chusetls,and all amendments thereto,that a public headng on the :dWse$s end an amendmenb.lhereto,that's ppU U. healttg'en ilia, toWng appeals wa be held on Wednesday,February 14,2018.at -to0oti`tng vela Eli held an Wednesday;FeMuary 14.201o.at; •the tlme UMicated: the Smek�: 7M PM Appeal No.2018,11". M North,SUeel LLC 7:00 PM"'Appeal No!201O-M 259 North SUpet,LLC 259 North Street,LLC haa'DeblWW for a Use Vadance•pursusel' 259 North Met LLC has petitioned lot a lase Yartapee,puieuant to Section 240.24.1.3_A•(1)"Hyannis Vdkge Bushiest DlstrkL• to Seclloi'24a24.1:3.'1L(1)HVB Hyatrnls.Vdlage 8trolness'Oistikt The petitonet k rcooestag reBe1 to show tar medaal QRite use lira.Petticoat•is reQuesfh±g relief to allow for medkai utfice ose MAere,arcemy.medial afOcdtise is not's peimiW U4a3n'the Wiefe,'tutrenly,.thedk;af otitce use kiret'a pet rrolted.use.hi thb. HVB.The DDroperry is located at-259(forth SUeel,.Hyaarde,.MA as 11YB The pprdpery is bated at 259 Nodh SUea1;Hyannle,:Milat Awn on Assessors Map 30a it Paroei 073.002.it to located in this shown on Asaessa[s Map 308 as Parce10731p2 U is located(n the Nparuds V+ltaae auElneSs(iNB)Zoning otstdcR: - Mra±udt YQage Busid"i(lIVB)Zgnktg Dishkt. 7:01 PM Appeal No,2010-013•:fToWAOrth Daveropmefd i.LC - TQt'PM. AQpbal No.101"13 ,Ta"Ill ith, oAo!�j Towertlorth Oevabpmepj LLC.has pe.Woned..ta.qq.VariaAce.pur- ;';�awetHorth.'.D..avebpoenl,llC has'pethloned iota VaiWiKl.s' stadt to Won 240.14 E.Bulk Regutatons In b RF Zoning W. suariLto sec*-.240�14 EAu(k R4giaatlotulft the RF:Zoninp:Dk•. 1i1W"Wdmsum buwqg be1�ht'9130 feet,-The pettloper proposes to U-kk.mL* im n q%gt ot.30188E The pdbll tq PM-11WS ror{ajrud and ir±sta9 a 170(eel'tai►yrlydess camrriuitkatlais.ma0op rinn4tn[Et and ip3tal a•70,foot mil wireless wmmunka rRatop ble,'ale"ritit supporting ibj6$ 661 aad ete:Imprbvibi",'to ote,-afap'with:S11006i lirg.e1juiptnent'add$te'Gnprbvemon%to seree up to sbtpersonal wlreless.se s urrlers,kdud4v T-MoW' set"up(oSkr' '. al.wireless service its fltdudfn9 T�tats0e Spdrit and AT&T who were t 'foeated'on a watet,tosvar a1'Ihe Splkd anJ AT6T wfib Mare tormery located on i welter tow8r at the prgperty that has recerdy:been de ed.he propefy iJ-fpppruid, property that has iecfnty:been demolished..The proper>y Is appro!d- maley ISO sires and k'bcatid it 414:Main Street Cohrh,t4q as matey:450 aces and Is'tocated al'414 Main 6VUL CotuR MIL-as. .'d*w n on Assems1hp 0.30 Panel 004.:It Is 6cated-Ift1be Rest. shovin.Q t Rssessois'Mabb 1��38 Parcel OOd. R k k>cated in owl1�. QPr�ie F(RF)Zoning DlitdytJ i;,1• : ' e donee F(RI)Zoft 013)r]N .. � ��i .i::•, - :.-.::: 7 02 PA! appal No.i01s OjO.: Tiia,.Cape.cod lire;_Gatos T PAi'-'}+DPI t10 2gttl-0to the,Cape'Cod:-Fhie'Celt;` 'Ufti Bank' .j.. . - l � ..s Bank .::+ i5;i:;\.:. ;•s% :!; r'; '.:x':;>.; Th6 Cape Cod FM Cents SwAI Bann is' . a Spedal Pei- Tire Cape'Cad.tive:Cehls Savings Bank(s seekipg�s SpecTai Pei; mU,pursuant to Chapter 240.83,Ninconformhq s or,stJuc- WA pofsuegi:to,P,lwpDter 24W Nonionfomdn9: or an$" lures Rot Used a6 single or'twd•farrl 'Onl0rgs-arid If ptdessaiy: lures not as.sUgla'or twti larr�y d*ep-4tg$.and,H.p6ebssary;' pursuant to Secton 240-25,(C1, NB. Ths.app6cant js pro. puiwaat•(o ctlo0�4025.(C)'HB lNstdd• A.pp I,is'pro=. ppoossi�dg to alter the eas jery lot 1lne:iff ofder,o c4n a 'a porUdn of ilia ppoossing to sitar the bastarifi►oT ine In oMer to convajr a por0on elf the fanD.o the properly loealed to the,eat. 1620 yan0ough Jtdl:•This land to-the plop e{ty locatedp the,east:15YO JyaMgiiph;g11o._1101 Wasp Vt P change to the paiidpQ. ..:drivarralr caofiyuratfal pn w resbU to a ctian0e-to 1)a parMng drft 4vrajr tbrtfigdratptl•on 1 theprebiSU Q'poncaUolreirW tb..'.Also-piop�is aviblallar fn• die efitods".n .. f6rmin9'M.-Also proposed IS'aAhkuk(in' hrtnnnecdoq bueghhvBm Sre.lvlo.propsrSes,,:The pp+rgppetty is touted IprcohnectlW bat. C'ibe W0 F10 S.:'fidpprgperiy!:is'.lu led 'at 1582 yannough Aoad.(Ro{deD132)ltyadn(4 MA a9 sj+orm on AS= at 1562(yan0ough'Rodd.(ROuto 132)lyannls.h. as s(ipNn on'1lc•: seasbrs Ma '254 Parcel tor± k Ideated i4(II4:Hfghway Bualpess sessar4 Map 254 Pari<d.0014, it Is kraated in'"iBghviaY SuSklosS. �a)z6t{=ng gBirkt � :I P61 IApp*No:20t"t1. ;The{rrapb,.CodElv4 tarots ;�03PM i,Appe41k4:2018Oft ;The:l3p8;��ke�FaniZ• :. .:•:. ,..�::• . :.. . S�9SBan1c.::�4::::::....:...:,:?' .: ., :::i�.r;°�'==��`�'�i ;:'Tpe'Cape Cod ilia Cants Saul6gs,Qai Is weft:a rw teeibn !=The.CapA Cod esr5'tknts Savlltgs:8ait1yL4 seeldpg a fi4"¢ili tjgi�, b(Sdedal PaimU No.2017-0BO at a nr7r Spedal Pemdt to oiler tiro of deW Perlydt:Ho.201)0¢O.or a aaw Spaital:Pel(n t.14.attq gw prevlousy appppr�a�v¢dd bank/paift eUktiue tederziopmept Bongo preSv�au4y-a'.0 bank►pa+idng atntttot44dev.k4l q!:'cs t!7 .pursruatlt to Shaptar 24D-93�pori forming.bOk%p,or,atiueltrres put4irazit to:chapter34083 Nancontdrio4g'huildlAgs,or_triseiufei- jat dsed as 67ngla Dr hva arld U ne0rssary,',pui• lased as ai8pie':4c tivo( I:dw4HhWt:had If itec�ia?+y..;,put. auaryl to SecSort 240 25(C)j1B O) e,AppB�r�!is apoststp :SuaOtto Se_0on Z40 25.(C)HB pkirkt The Appikantit DroPosl!{0 to eliminate the drive through;'s4bidtiir'.and ATM;�reconfipgrure and to elkn►nate iM,ddye•WouQh windpiy and AIAt,'reeonflgura and :IMver.the Appearance:o(ilia_' sWcfw 6,'sadd:Q- In the lowa.the appeagnce ai the parking struclure,.add parI (a the ,.area'of the tamer,ddvemp v q gaud AT.J?4' do' .,I_.�t�rye. eTg�'aa of the.;omkr tithe uyy window and ATM,'aj{d.a)ud St the:lapd- .acdpfnQ aroubd the tecokogdred" structure lilt. OQ.AI si)tfnQ araundthe recdntgured paridnngg structure end butdIDg.AI 30 Droposed k a vehkular kllet lrefweeh;ihe tno•p, so.pt; le a vehkutarJaterconnectlan Qetween ihs:hvd proper-.. ah. T)re propary b located it 1520 ydngough Road:(Boute 32), Set property is located at WO tyaimough Road(Route 132). lfydnnls,MA•as shaven Od Assessbr>i Ma 133.Pircel 020•T00;Map. tWmds,'MA as stra4m on Assessor9 Map 253.Para1020-T00:f lap. 253 Pared 020-W,Map 253;Pan:0 Q20:B00,Map-254 panel 012. 253 Para1020.11W.Map 253 PAW 020-WO,Map 254,Pareet 017 It Is located in the Highway DusfAssi(NO)ZoningbktrkL :,...... 11Is1Qated in the H ftW Business(All)ZoninO Dist& -•.. ):.g Y 7.04PM ,APPea1No:201b-012 t =::: t .ElioSte.t: rt i';yiHPM..lAppealRd.2019412' " FtbSte :•Eto Site has peb"WW for a;Valia(xe pursuant to Zde XSBetlon Eeq SUe has ppbpomed for a Varfatice pursuanj to P.& X.S.eeUon 240•.107 and AAkle.11l Section 240i14 E,Bulk RegulaSons 10 Vh RF 240107 and Adtda lit Secd6n 21014 E.,', RegutaSona to the OF 'Zoning Olstrkt,mardmum bu.ft efght.ot 30 feet.In the dterw Z00 Ill.W t,'mardmum buhdit'b hi of SO teet. In,9 Wtuda- pa the petitioner is seeldng a.Use;Variance.,.The pewwr propos- M.the peNoner is seeldng a flea Yarlante. The petit�6t{�r propos• .tit la conaU kt a 145�fqoot tall wfidess•eomrmodcations ntwl*,e; es to.construct a'145 foaltal%*etas ccmmunlaWAS•monopole, Along YAIh sdppoNrg dylVpinant anq$ite.linprovemepts <The Prop; aft with suppor0M.'eq ipmeat and site Imprbveta¢ab •":The Prop- erty.k'approxx.Iimatey_.17.74 was:and is located at MO 111aalk�eby ery is oppro:dmaley:17;74 acres and It:s-located at W Webby Road,Mgstons MUs,MA,as on Assessors Map 013 Parcel Aoad.�arstora.Mlls,MA;as shun on Assessors.Map 013 QQ3,,it k{muted In the Reskenco "O Zoning District, on It tp l=tid in tha flesidence F((tF)7ankW Otstrkl ' These public headngs w0(he hdd.at ttie Barnstable Town Hall,�87. I.WW" theta pum hearings wM be held at thi 9ainstab!a-Torio 114,367 Main Street,lyanhh.MA,HeardUrW' Ream.Wail!6n+the;•2rt0 Floor{ Main Sheet, MA,Hearing Room•laate�on,the tad Floor, Wednesday FebniW j;,.2018.'.Ptans dne.appncatlo. .mnry,De re, Qay IFebrua -14,201& Plans and appWoons map be ra- yfewed at the ZWrq Bard of Appeals Office.4HnNng and DaveloP vi&W.1{he Zonnng Board of Appeak 1HRoa,Planning and Develop- ment Department yavrri0f... 20phlatnStieeb.Hyannts,RAIL t,ii mantDepartmentTamOM.W.2001Aa1nStreettyamts MA_ sable PaM -'s ."Alex Ro6otalds Clair:'^. Barnstable Patriot Alex Rodolalds,Chair -•/!&?I2t18- :"iZoniMl.Rnardofaoceak . , Town of Barnstable Geographic Information System January 23,2018 _ ,•:\�'•::;f;t.;.;:•Y•:`:zi'•:•ra�.,ti••,%: •:;7:.:-a•1��:;•::.:.::cif;:„ti.,=:::`;t:;�`��,-:r::4;.; �'1}'S�r• •;rti•.2}:G•:r--'��fi' s�l:.ia �•:+ -R:S•��ti': :31��.r� "•:'C+L+i'�.�:... ^.�.iy:yN,r �rr:.�M^-:�i .:..rr:,�=+ti�+:i:.r r. 1':::_„•fir.•.-:�i� ."Y�r::i`4y i r,;;.�L!�;;•r'••'iv:;yr.x ;?w:.r.;r,..:•of_ylf�..',Ir��•-:•;r •�?r""•:r•-. ..i.rrr�'•`.".::c...rt»i:p-.• w:'J.�'•-•.r4!:.:+ -Yr� }_.. l.i.•�' ;:r :'a::ii.� _':i, ':iis:s' !? ?».tir:i-fJ- :,./.•v:•�n` v(r '• Sub 276002 " r' -�'+!C:�:..t'•:'r..":�l:.:i S'•Wit::;., ;:. 2MM 4 M :4 ti*w•'•,.':t:;:i; ::�.} .: }i�o::_,rj-':}�::4 i.+;•'�•' .•''Y �s4:p'::•:r�• '.^::.:•:�'` `:ti:: T114 �:.r.._:r�•?:�: _ :r<`:r7�•�:;f:i•+• :ijr^''i: :rryi}�j'f�•?l•l.v•,�.}'.• ..1:•v::: •�.:-.. -rF,.'••C;i'• / •.•r,.'•: _ ;:f- .M:'.:` yyrrY .�:':y""^v il...`•;1: �vy{•`r:f"''.;: q,`L•.. 'x::X.:f/ ::::Y.r: �,+ C�: ::i«C ? '{{. 2540l6';f--:` p4.::,.:i':•,+:s 'ar.;:,. '' :y•.a.n t;;'1',(:t: '�; .7., 1ii. :L �s,�.�rt� s:},Ys:7.':;�7 ii:pi�l:•i.,�.r,.ti.;-%'!;�i;j!:f;:,•fir,:+. :� •-�. .,..ti`�_ :.?�;� _•.• thy. :t:;;,•::.�,^ s.;s•�:=:�:::•. ;;1::. -'-r�ii:..�°• is't\ :a.+..",.'''�Je•.........':s•••\i :?+': •��>�T::'.:..:'.;,::�::�:::s%: �;••ii•.Y .:mot::. ?s•� ,.r.. •':r.>r:ti'.'.!•T: :«:�.iiti:_C ^:.;;:�i;.v:.�.:e.✓:M":e•tia'::�•C r•.•.•:.:•.�i-}N: •: :.fi.:ii:y'.•�r7".:�n�:;ii:� fi.r.• ". .•.v ii.:•. ........ ; 'r i :•r•,s,)::'�•=.My:+. :�ii.:i^`':'% .r .:. ,� ;.F.✓••^✓y �`•..{:r5:°•;i.'•.' ..�fti:.'•�i::::.r_.;�rw�' •:?. / ..C� v '•':yL:t•.tivJ�;..•:•:. VL{�.r ,,ryY '. "•" :.;:•r•�tir•::�t:• • ram'•".. •�'Y t'�t:l:r«` !�j:'+%":ifJ: 'r:ii!i::�•r.�'�•��:•'�--',y•`i; 'r+S•,�o06? :�ru. ?j:.}.%y,,.r•:..;lY11h. •:?�C .:!,�:•«s t�i•+: r \'�.•r :i•'�SS%v:'^'''rl rF15$Z 'r�'>:�•� .:+r �� / •:•s,'•T:r '.f:i:•%•..JC,tii�. WON/h/m/11 +:»ti:�:.�:;'r�:;;� /• � '�'s� "�' '•.}::tit:z.�r 293019MO #1$7$ •.s,"f: ,y ;9C210`?i7::'�=jr 274003001 2530'i97D0 r : ��� .:fr•. s j.:s. R1575 Abr /jam//� / / 2T40ai002 2740M= 253016 ��t- '' �������// fr :::.•ram •t:r�-=:%:. s`;fsi:�«}i:i;r:. #1555 ! •,s�.r...;:i.. {.:�•"•; :� :1••..:.••�;.• r...,ns,•..:�•'• ;;::S ti.,t','%' ..::(;Y• .r._i. ; ri�•r'''�•'•:�x:}, w.sM':.:::::tit.:... i:': :�. .�, rz:' .. ;'.':7e••...{:�.s}tr,;,c.',.?::'•.1:..... 274019M 25301$ ;+rim :'rr 274002 _... Y:it �s r• fso =1546 ® V9$13 253014X04 2SM4XO301461 2W014X#p2� 27402D 'l.:f:: •}'•',". 27 06)l03 0 17 Feet 014T1 DkWWMMMrramaplalorptau& p ony.Itrsnotsdegnteforrayd Map.,254 ParcaL014 Zoning Board ofAPPeals(ZBA) aY �+orrogtdamry n Edxgwmm beyond sadeof Selected Parcel 1b1 W mmy rot mod at fthadmap aoomagr M%ads.The pmc el Mim on then map Abutter List Type-Parties of interest are arose duectty oppoft subject lot on the only wapbloropmentwons orgssossors tax pareetx Trey am not bus praperpr any ptrbAC or private street or way and abutters to abutters. Notification of all Abutters •,.,v P bo umadoo and do not reprosentatmaate relmse to phys uahoee on Ste mep properties within 300 ft:et ring of the subject Lot j mach as buMV banom Buffer rf//. 112312018 AbutterRepod Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '254012' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 A close Map&Parcel Owned Owners Addressl Address 2 Plaiting Country Deed citystate2lp 253020B00 CAPE GS gCOD�K� 19 WEST ROAD OR S�S,MA 27968t116 2S3020H00 ��N� �S 19 WEST ROAD OZL�S,MR 27968/116 2S3020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02bS3 254012 CAPE�8ANK 55 CENTS 19 WEST ROAD ORLE S,MA 27968/195 SAVIN 02653 BARNSTABLE,TOWN HYANNIS,MA 254016 OF(LB) 3b7 MAIN STREET 02601 20061/347 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N IST STREET PALATKA,FL 28549/58 32177 274002 GRIFFIN,DANIEL M JR DMG REALTY TRUST 10 WIANNO AVE OSTERVILLE,PIA 27655/316 TR SUITE 2 02655 274003 MUSHINSKY,ALBERT J 40 WOODMERE RD FRAMINGHAM,MA 3149/118 01701 274025 JONES,DAVID ATR DAVID A JONES TRUST R9 SHALLOW POND 02632 CENTERVILLE,MA 2 L241/27 275001 BARNSTABLE LAND P O BOX 224 COTUIT,61A 0263E L1541/34 TRUST INC 27500S BARNSTABLE LAND P O BOX 224 COTUTC,MA 02635 11606/86 TRUST INC This fist by Itself does NOT constitute a certified fist of abutters and Is provided only as an aid to the deteantnelion of abutters.If a certified list of abutters is required,oontecl%a Assessing DMston to have this list certified.The owner and address data on Ihls kst Is from the Town of Barnstable Assessors database as of 112312018. htlpJ/maps.townofbarmtabtausfardms/appgaoapp/AbulterRaport.aspxNpe=ZOA ilf Town of Barnstable I I Assessing Division 367 Main Street,Hyannis MA 02601 ' 0 wwiv.townotba rnstablems Office: 508.862-4022 Edward FO'Neil,MAA FAXi 508.862-4722 Director orAsmsing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters list For Parcel(s) :254-012 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Samstable Geographic Intmurtion System January23,2018 254015 2S401s � 6i10 00 ,477wcxs,W 2540ta ti..r`. :i;::�.ti•i:4i.�...:•:v: •:Cris?4.;^.r.,:,�tip? �:1.'r;-'; :i:.•:.. \•t<,^i„�r.: -•fi`..nt•.'v., —:•w'� •::_:.�.: .+:rrr• ,y���••ri�1,{`. :'ry��fi�i::.•.1:•::=•r•C•::�5••vr'•;;,�'f.�••trw��:�;.�� ri:,.. ,' '.vi'•-•: ,: ..'•;:r;ry, ^!,•,,•" .e .: •.� »,ivy;_:,;•., ::i:i:• :f�,9A 1582 '+"+:tr::_::'.•::iseti +,�tT.\: ::3;::7�::ffy:. •!>.+.•.i::jr•�. ,y.:.. 275001 210 lly,Q7C253017X03 2SSM7)Mll-- Flolub2'a"50191300 / �'!:Y„•r':.::•titi.- 274003 0210 253017)02 � ��A' /i / �:Y�!{�' ':;.?•.v:N.•ir�y�:::�r•::1`�:•'•:._.. �� /� ! % �5.�''•' :l. �.4;::'i,• Yoh:•:Ml 2M0t7X0601595 Ile 274025 /f fie. 27400t:::t:�`. ;::: •:;:i::: err^» {:�. :•�L"M:�!��.. 2b`3017X04 #1591 ?rt;;: '•"� ». £n.'{r�%}+: /i �4 f 4y.•j... :"f«!^��;�? ;e:�? •;• '•r''::'�+X;.,,..J' 274002 253018 :;s' ?r r �j` 01436 i�81 6X03 2SM9700 =�r� 1: .{• 1..:r_ �;;;,e ;..•. S_ fi.:•. 401 #1SlS l•�,� r::y, •'f;?i;.l?::�'3y253098001"e^ r #0 ''i:';:•{:;;ii:Q.. :i'•:l:;�:ii:5 '.:i�'' ;ty^ '.a'• ��'iY ti.�^':y:•::":� to +�� ;% it. •::i:- + ^^, is';:•" :•253014X01!:. : '- �l �fi 274016X01 vo rJ.•},'n,..'�[;• :?✓.'f- :"�• ::L'7Y•� •�::,f•'•rlYii> V���I.<• 'r 'Y t:' 1� ` 0� •.t',•ifi+,:f� ti,1t'ri rH,ii''1'•:,':iti•.. 1V ry 1471�• f.�• ,¢ 4 C� ,Ili-�.�,r.:?7,: ,,•�,...a::r�y„ :,,^Y.>, � 27402D �t:^:•(�.: ,+-' :.rrr,.•:ly,:;:•":r �', .+ to �14d9 � -•C tt•.�tii''\•:••,• ti t•,:.. ` ...•.. .}';,•1d71C: .' •� tri 274020 253013001CNI) / 1F917 27d016 �9 `A O u" p 274018X04 274021 CNA 00 0 112 Feet 2530130021431 #3 msCWMFMT(ftmpbforpwminppuraesec".1tsracadwpftforftW M2p:263 Parco:0=700 Zoning Board ofAppeals(ZBA) Selected Parcel I"00 ry 0h w o^ tea^ a aon ft Abutter Ust Type-Part es of interest are those dseCUy opposite subject lot on 0 t'y100'mayrbtmoataaart>4ahodrmPaCgtl9CYatpndarda.TtwPanrrafUlliSanthisrrrpp ,.;••Cri me oMy omptrta napr dorc of asx�ora wt parade Thay are nostrum property any pubkc or S)ftate street or way and abutters W abutters. Notification of a¢ Abutters twundarlms mid do not mprasara acmmta r8WO*r hips to pryakaifasaaea Ong*map, properties miNn 300 feet dng of the subject IOt. vahasMrfl"roeaucm Beer �% 1/23/2018 AbuiterRepon Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020T00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 11 ml .61 close Nap&Parcel owners Ovmer2 Addressi Address 2 Mailing Country Dead Citystatezip 253014XO1 SHALLOW POND C/O KELLER COMPANY 14361YANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 2S3014X03 CENTERVILLE LLCTR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 TRUST 2S301004 CENTERVILLE LLCTR .IRIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 253015 LAKESIDE CENTER 14361YANN000H HYANNIS,MA 25547/107 LLC ' ROAD/RTE132 02601 CAPE'COD CENTEROSTERVILLE,MA 253018001 LLC 1284A MAIN STRICT 02655 22b72/302 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 026S3 2S3020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,14A 27968/116 SAVINGS BANK 02653 2S3020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,1•IA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 2S4014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 026S3 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,R. 28549/58 32177 This Ilst by itselt does NOT consdlule a certified rml of abutters and is provided only es an aid to the delerminadon of abutters.If a certified llsl of abutters is tequtred,conteot the Assessing DMalon to have this Hat cerdead.The avnar and address data on Ns dst is from the Town of Barnstable Assessofa database as of 112312018. hltp://maps.tovmolbomstable.us/ordms/appgooepp/AbuttaiRepod.aspx?typenZBA 111 I 1 Town of Barnstable t 8ARtm" t Assessing Division t0 , 367 Main Street,Hyannis MA 02601 wwwMaynoibarnstable,,us Office: 508-8624022 Edward F O'Neil,MAA FAX: 508-867,4722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :263-020-T00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. � - 'J /�J Board of Assessors Town of Barnstable Town of Barnstable Geographic Information System January 23,2018 25401S 254016 27Spo6 #10 #o ATMCICS"r 254046 #16824 'SY��' \% •}�v ri :Q's�-. '��ti�.i.`'>;:•`•'; sri.•:•�ri-•;:. 2S301aB00 ti:v`%r iris. . ` f f::::• >. #4676 �is/�Y}� �'•� •:1 :r%• ?�r'+�•`•-� �2S�o AV 263047X02 � r?::^y'�o::jY�y:..:: .,•.;.:-f4v::.;•:::r:•.. •::$ti:•::•'' ::i' r 'x•.tr #250 274 tiyyv also h:: ••n�::i r 2MMT00 01675 r i2531513 .:t.•y. :+:v C #o • r:•: .._ 1;1•i.. phi:.•`.:,•. Kt Y rs 151 •,y:•4iZ .., v;, +:•r,'r '.�014Xo4.•..vi•ssi• � ,Y,�r a.•�i;: c ^:i:`I7j•":•��•i:'`lI~S P.�.,ii h� �..e•J.: :.:, 'x�lr.v:j!•. �7� :: r`•��:;may. ::ice ti;,•;•:1t+ea,?5'So14�Co2'' ': Q it $�144J j:;C +:' ••}•.�., ii7:r:•ti.'q-^•6i'1471!::h.:i'., � � '1;,.F,•�9:;�::.•:•' 7� 27401870]'1 ,;•�..rr'si:'r� �:.:a• ri:.�. +•• A� �rri.,e:: 274029 0,1441 ` '£ 253013001CNO si 817 274038 g t4411 274016X04 274021 CND IS 0 112 Feet 014S' 00 armor. 03 t)MCLAIMERS:7hIs map aforplanftpuposeoa*.R1crauadxµntoforbgst Map:263 Parch020H00Zoning Board of Appeals(MA)ids Selected Parcel bolmmry eetisleelaaam ornr neyonaa scale of Abutter list Type-Parties of Interest are those directly opposite subject tot on i°h 10D malremt meet eaxaey amp a Tho palmsUm on amp tN:map bUC Or street or and abutters to abuftem HoUcation of all Abutters r• : am ol6r{�tl1e repnaors otAzacsare taor paroem.They are mrtlnm prapoe4r any(w P�1e w2y :•r'ci � bmxWeAs wd do M exem aoaasa:n!lat wMps to phyalmr rename an ero mop properties vvldhin$00 feet Mg of the subject lot. 1/23f2018 AbulterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '2530201-100' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 10 3 -0 Close Map&Parcel ownerl QWnRr2 Addressl Addrese 2 Mailing Country Deed Cltystatezfp 253014X01 SHALLOW POND C/O KELIER COMPANY 1436 WANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RO/RTE 132,03 02601 25301003 CENTERVILLE LLC TR TRUST DIN STREET 1645 NEWTOWN RD COTOM,MA 02635 20399/50 253014XO4 CENTERVILLE LLCTR HHYRANMS MAIN STREET 1645 NEWTOWN RD COTULT,MA 02635 20399/SO TT 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 LIJC 02655 253020BOO CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 2S3020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020TOD CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27965/116 SAVINGS BANK 02653 254012 CAPE CM S CENTS 19 WEST ROAD ORLEANS,MA 27960/195 SAVINGS BANK 02653 274001 CAPE COD HOTEL LIC 201 N 1ST STREET PALATKA'FL 28549/58 32177 GLOBAL COMPANIES C/O ALLIANCE ENERGY ATTN:TAX 15 NORTHEAST BRANFORD,CI• 274020 LLC LLC DEPARTMENT INDUSTRIAL �AL 06405 24811/64 This list by Itself does NOT consfilute a cedined list of abutters and Is provided only as an aid to the delemrinallon of abutlors.Ira certified list of abutters is required,contact the Assessing Division fo have this list certified.The ovmer and address date on this list is from the Town of Barnstable Assessors database as of 112312018. hilp:ihnops.loxmolbamstable.us/ardms/appgeoapp/AbutterReport.asprrtlypa=2BA Ili Town of Barnstable Assessing Division 367 Main Street,Hyannis MA 02601 inyw nnoibanistable,as Ofilceo 508-862- 22 Edward F O'Neil,MAA FAM 508-8624722 Director of Assessing ABUTTERS LIS7-C, RMICATION 1 DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-H00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. J Board of Assessors Town of Barnstable Town of Bamstable,Geographic information System January 23,2018 OC1680B•: .�'•. -.C:. '`L; .lA%- ': t'_:: ;:::�:::�•:.',:is�:'"•:..:ii+�:�i1'';`{_�,:'eJ>;.:.�:;. }.. •L%:>,-1 -:iz +ci. :': ,:<c:; :.} :yS •:.::i/�.�JS`.• ,.a,i. :r,.•„• •v:^i:.':L .•'S'riy.:C.•.l ..r.,. 7!. 27 t:• :ti!2•i:t'.x •,.: f.�... :;r!;L;: `!::i r....::;.�, .�._ ij,;:, 3F14$1 i,: .lr •,• siti' 'nir:�:- .l:' '�^i'i•;":i-=:,:. .i.Yi}iio:• •,.t:.}• rig..,•., :,Sr.:•!�:f r,:•v'• •:lC:?•::::•: ::r:. :Ltiiy:..^,ti.C,l.,..7 ..,::• nY" :.eZ::r'i •' 41$ ;.•{.:�/.•1,.:-ti.i ;v.,r:%=ti•: .,4:�.;�. ':L:!y r.:: .E:t::!'?.•.•'•i•::+'r'Y'�v.w:Y,r.-:_G•::`..-i•:. �114 POW #10 275006 00 IN _ ,/ = ..:;�--'-:.:.•. �.�..�:: .... tom.. .: 4.,• � � 'a' "y':;•;,.:.:. ::��:+.::tom•-"�::`•�:;,.M;;J,:::''�:,�1..;•:-.:r�?�:.: :.�iPfr_{.J l ",-•,�':,�x rl:l'x{�{. F.•.,�ri,�I:T.I.�::ti•:: l': _.• • '.4030 j •i1• .• ,/r••�1.•,.�. •lam' ':•. ''•fi�� !3Lr 11 r I. :,tn•:%ff: Y .fl.l%•�:, •lA:l yr.f:', 1r Iasi 253017X11 /r wtit y l �•''?z}"'1 :17500I..v rim;y t.i:•'i 29MM 3 01815 �� 253017X43 � _='.i::•. =:,','x•:;r:•'.•�::i::•' ::•rr:;!:7 #1601 i 1 , ` ;<:;v:•".. fit` "' :is=:` 2740#23001 2#01�75 0 253017X08 415t)5 /'rr 7*2103 / r 1 253617X14 �a1601 ,/�� .:q:�,�q:,. •���E•,La,' 01Olses 835 253017X12 W. � �� : •4 ;2741701; r::' :ir 91631 253017X06 E;:%•: 274003002 �""• " '%,Zt..t l`�Itf'.ti:lil,, ./ �����•/✓ / •'�• yi •`.:25� �4� 02SO 253017XD4 :,. +ii::",.ta:, t.:.i:.a• !.,;. ta. '#1701 i;., .k��^«L1 r t�•::+•:• y::: L:.•:1::..�::.•. // 2740M .;:;;^?;. #i5ss;" .,L.y.;_ •.-�f>' 253G14J(04-.^ V'143B i';^:•a :S! I,t;„•!;':/.':;,::a.1545 ,.!t.i:x:. .;.. .`-i• "`.'w� ' �.::::i'::•.' :•:• ;.•:253018001. � _ 274016X03 4,;,:••;"„ �:ii':>}<.• ::;5:•:it•L :.�{{.V,:,r�r"a; }�•: .i" _RI If0 y; _ •r is ... .. . ,:;::•;-:.:•:• 2�'I513";�:••,:�: O tiL.i1' :1�:,wi•�!'• :..�:;C�.v...,:�. ••:.r• �i;�:: ,�,N^r•':j•:: �i •�. .1.. •�^':••': 'SN•}:::�5?•J.�::y:JC�•; ::;,^?:/.,'�gVY1`IVI,IL::. 2Si014X01 i;"•(:f:r. �3�'?;e =1�:;•::,::.a�.. �:�;:.��:f :t 51471:;� 274Q20 F 274 GX01 274M �rsnM gJ61G8�7.0C ',{:•: ?:.:d^3..,,;y G26.40t3e0MCND #1441 ,.,ssyyl I:}�`•1 •:lll it a i,} 'o�lt91 274038 0 .:•::'•':.:r�%•L;,`,''' tF 1411 274018X04 C 1 0 Feet 2;=3002 1274'.Ml14 11 31 S0 IISGWMER M95 map ls for pluft vjpuss arty.ftlsratadepMerarlog GAap:253 Par*et:020B00 Zoning Board ofAApea)stMA) bowaoy domnnmodmr orrep,0atory mterpretmft% Edar0mnenls bzyond asralb d AAbutter List�Pe_Parties of interest are those ditec2ly opposite subject lot on 3eleCted Parcel " nary rMt moot asu bAs w prop acm ruy standards 'rho parcel bm on ft map ars only�ropmeropuorr:ofl+"eottoYa tmrparratc Thayaranottrueproperbr any public or private street or way and abutters to abutters. Notificafion of all Abutters boundaftsald do riot reprwatamuate reletl&WVM io pto-Ja l fmrhom co the rrmp properties wMn 300 feet ring of the subject lot sum 09 bwft bawans• - Buffer /!%` IM2018 AbulterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020B00' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot, Total Count: 14 J Close Map&Parcel owners Owners Addresal Address 2 Mailing Country Deed CityStateYip 2530IS LAKESIDE CENTER L4361YANNOUGH HYANNIS,MA 2SS47/107 LLC ROADIRTE132 02601 2S3016 SILVIA,FLOYD 3 TR SIXTY NORTH fTREET P O BOX 430 OSTERVILLE,MA 233SO125 REALTY TRUST' 02655 253018001 �E COD CENTER \'� 1284A MAIN STREET 6.STERVILLE,MA 22672/302 02655 2S3019B00 SILVIA,FLOYD]TR SIXTY NORTH STREET�,P O BOX 430 OSTERVILLE,MA 233S8/25 REALLY TRUST ti 02GS5 253019MO SILVIA,FLOYD 3 TR SIXTY NORTH STREET P O\BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 026S5 253020800 CAPE COD S CENTS 19 WEST ROAD ORLEANS,MA 279SEV116 SAVINGS BANK 02653 253020H00 CCAAPPE O 55 CUTS BANK 19 WEST ROAD ORLE S,MA 27968/116 02653 2S3020T00 SAVINGS 5 CBANENTS 19 WEST ROAD OZ�ANS,MA 27968/116 254012 CAPE COD S CENTS 19 WEST ROAD ORLEANS,MA 27968119S SAVINGS BANK 026S3 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 254016 BA�T ABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 02601 2S4018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,14A 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA'FL 28S49/58 32177 275001 BARNSTABLE LAND P 0 BOX 224 COTUTr,MA 0263S 11541/34 TRUST INC This Hsi by Itself does NOT constitute a certified Est of abutters and is provided only as an old to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have iNs Net certified,The owner and address data on this List Is from the Town of Barnstable AssesWs database as of 112312016. htlp:llmaps.townotbarnstabls.uslardmstappgeoappfAbutlarReport,aspx?lype=ZBA 1H Town of Barnstable t t Assessing Division .u� so3 v 367 Main Street,Hyannis NIA 02601 wfYw3myndbarnstabie.11s Offices 50"62-4022 Edward F O'Neil,MAA VAX: 508-862-4722 Director ofAssesslog , ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-B00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. r ' Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-011 Cape Cod Five Cents Savings Bank Ordered Special Permit No. 2018-011 to modify Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment by eliminating the drive through window and ATM, reconfiguring and lowering the appearance of the parking structure, adding parking In the area of the former drive-up window and ATM, and adjusting the landscaping around the reconfigured parking structure and building as well as a vehicular interconnection between the two properties at 1520 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, If any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision,-a copy of which must be filed in the office of the Barnstable Town Clerk. 1, 2.a, David eh-,Vlee-Ghair, Date Signed I,Ann Quirk,Clerk of the Town of Barnstable, Barnstable County, Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 III Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-011 Cape Cod Five Cents Savings Bank proposed modifications and stated the Drive-through and ATM will be eliminated and parking will be substituted, the parking garage will be redesigned and lowered, there will be an interconnect between the two lots, landscaping will be adjusted,and the lots lines will be altered making this lot larger. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the Importance of this site as It is a gateway to Hyannis and the applicant is committed to create a more attractive,environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-011, a request to modify Special Permit No. 2017-060 to alter the previously approved banktparking structure redevelopment design: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Eliminating the drive-through window and ATM eliminates the need for a Conditional Use Special Permit. This is a modification of conditions'of Special Permit No. 2017-060 for relief granted under Section 240-93. _ 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found this modification of design has no negative impacts on the overall project and lowering the parking garage will Improve the visual impact. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7,2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-011 is granted to The Cape Cod Five Savings Bank for a modification of Conditional Use Special Permit 2017-060 for the elimination of the drive-through and ATM, reconfiguring and lowering the parking structure, adding parking and adjusting the landscaping. The property Is located at 1620 lyannough Road and 131 Attucks Lane, Hyannis, MA. 2. Special Permit No. 2017-060 Condition No. 2 shall be modified as shown on the site plan entitled °1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601° by Baxter Nye Engineering and Surveying dated June 19, 2015 with last revision date of January 16, 2018 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. All conditions set forth in Special Permit No.2017-060 shall remain in full force and effect. 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard NAY: None Page 2 of 3 2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2018-011 —The Cape Cod Five Cents Savings Bank Modification of Special Permit 2017-060 Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings,,and if necessary, Section 240-25 (C)—Conditional Uses In the Highway Business District To eliminate the drive-through window and ATM,reconfigure and lower the appearance of the parking structure,add parking and adjust landscaping Summary: Granted with Conditions Applicant: The Cape Cod Five Cents Savings Bank 19 West Road,Orleans, MA Property Address: 1520 lyannough Road and 131 Attucks Lane, Hyannis Assessor's Map/Parcel: 253/020-T00,253/020-H00,253/020-B00,254/012 Zoning District:* Highway Business (HB),Wellhead Protection District (WP) Hearing Date: February 14, 2018 Recording Information: Book 27968 Page 116 Lots A&B on 76/11 Book 27968, Page 195 397/15 Background The Cape Cod Five Cents Savings Bank sought a modification of Special Permit No. 2017-060 or a new Special Permit to alter the previously approved bank/parking structure redevelopment design pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District. The Applicant proposes to eliminate the drive through window and ATM, reconfigure and lower the appearance of the parking structure, add parking in the area of the former drive-up window and ATM, and adjust the landscaping around the reconfigured parking structure and building. Also proposed Is a vehicular interconnection between the two properties. The property is located at 1520 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 253 Parcel 020T00, Map 253 Parcel 020-H00, Map 253 Parcel 020-1300, Map 254 Parcel 012. It Is located in the Highway Business(HB)Zoning District. The property, which is located in the Highway Business (HB) Zoning District and totals 8.7 acres of land, was improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building that had been used by the Applicant. The buildings and site improvements on the property were pre-existing nonconforming as to front setbacks, parking space size, front landscape buffers,and possibly parking space location. The property had four curb cuts,two each on Route 132 and Attucks Lane. The site is currently under construction as allowed by Special Permit No. 2017-060. Procedural & Hearing Summary Special Permit Application No. 2018-011 for a modification of Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design was tiled at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties In accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer gave a brief description of the ' Tpw(a of Barnstable i - ;:, :..' Town of Bamstabja t ,� f Zan6rp Board APpeal} ` ar 7anfna Board ofllppe 6 r Natiie of PUbYC Hearingrurtaer the Zq�rgf UNGranca. NoBce of PubBc Hearings underfha ZonTnB"�rdbancb r February-14,2018 " Febigary l4 2018 To all pe sons Interested in or affected by the actions of the Zoning To eB panic .lilte[ested:to'oa affeded.bythe a�tioi `of tb'67oning- Board of Appeals,you are hereby Ratified,oursuard toSMOOD,11 of Board of Appeals;you;ere:fiereby notl0ed;pdispifi-u•Sectfonfir tif; Chapter 40A dthe General•News of the Commomvealth:of.Massa• Chapto' OA'of tine General Laws of the Ciirpmoqweaitli of Massa=: chusetis,and all amendments thereto,that a public hearing on the chssetls,:and'aB ameitdmeats thereto,that"a'pGhOc'hear(ng on'Uie? fallowing appeals will be held on Wednesday,fabruary 14,2018,at -toilowing•appeats YAH be held on Wednesday,February 1d;;?Q%:at the time Indicated: the time lndieatid: `"• 7:00 PM Appeal No.2018-M..-, 259 N.oith Street, •7:00 PM'_•Appeal No:2018.009 259 NorN Street LLG 259 North'Street,LLC has pctitbaed for a use Vadance;pursuanLLC.t ..259 North Street,.LLC ties petitioned for Use Variagce,pvrseant to Section 240-24.1.3_&,41)qVB jtyanrds VAlepe 8usiness-Ul' tdSecUori:240=24A.3.'A.(1)HVB Hyannis Village-Business>Ulsitict The petigenef is requesting relief to a_how tar medical'ofQce use •The,.petftloner IS'requeating relief to allow for medical offlpe ruse where,currently,medial office'thiiis-nol a peimf0ed ose:inyhe vihera;'eurrenfly,.medical office use.Is'not a perirdUed.:Use:16 Uia- HVB.The properly is located at 259.Nurth.Streat,.Hyanbls;.MA.as .HVB:The propejly Islocated at 259 North Street;-HyaniiIi fA:as shown on Assessors Map 3011 as Pori e@ 073.002.-It Is locared-in the shown on Assessors Map 308 as Perce1073.002. it is located;f:.vi Hyannis Village Business..(tf11B)2oning Dts cL- Hyannis VBbge Busldess.(HVB)Zoning DfstrlcL r J v R •.7:01PM pealNo.208.013=ToueiNorDeveopen(LLc'. y evetopC = 7 LLC has p@OBonedfPa VaiancpureowerNortAevelopmd LLC 1s pe0oned;fo ariance poelopmeMp suant to Section 2404.4`CIIA Regulatiens N'Ute oping.pls- spear!to;Secliat,24014;E-"Bulk:RegGWtlBnS`Gr the-RF:Zonin$._flts- trio maxmum'building helght'of'30 Net.The petitioner proposes m trio!r swinum 161fdibg hetghtlaf.30 het The pettl►onerp(oppses•tu construct and'kistag a 170 fooflall who ess cornmuntcations monop consWc and install a170 tout tall wireless comnton(caAons monop- bl`e,-raoong with suppbrtlntj a u menrF�nA sit_,.Improvemjj.6'`to ole„along.,!'li0 suppbr0�g:egoipment e0d si "—Wprovemedte, to serve:up to i1x personal wireless service*carriers,'Including T-Mobila, serve.Gp:p six:pe'rs'."'ivirelpss serNge rafrfers,-Ihdud6ig T)dobde,' -Sprint and AT&T Who,were hainrerly(ocated''Wa=vrater owat atthe ;Sprf It 4rfi1. ¢T.�vhq Grere;formerly located on a water•towel at the. properly that has recen8y'beeh depid0shed,The:pmperyl•ts;approiti� propartg thitUs receegnty::peen demol(shad.:The.Tiioperly)s2'pjroz6 milely 158 acres and Is lodated`A 414:Main:Street,.Coh(it,.'MA,tf5 mateiy.,158:acres 9ntl''Js'located at:414 Ntaln SVeef CohiR,'_NIA as_ Shawn on As'sessors.Map 038 ParCe OU.it is located If the ResE shown on Assessors Map 938 Parisi OD4 1t.s Jtuated In the Resl Aenoe F(RF)2oningplstdcl , �' dance F Zoning Dis&id. 9 % JS- -�t -r7:02 PM Appeal No,2018;0 Tlie Cape Cod five CerOs 7 02 Pjlt r°AppeaS�Jo 20(8 O10.' The Ca4e Cod five Cents 'Savngs Bank'. ). C 1' Savings Banks ',Thi'Cape Cod Rve Cents Savings Banik is seeking" a Special:Pet= 'The Cape Cod Five Oelrts Savings Bank(s seslftr�g a Spedelt?er:; mft:purtuant to Chapter 240.93/Ndnconfomdng,bugdings ors(ruc- m pup;daniRolChapte�;240133'Noncronforming bUgdings,arshuo� td'* not.used as single or'two-feinGy iwalHegs•artd 0 eocessaiy,'; tuft rpj<ussid as sidgle oi-k0amtly dive iling's;anrJ tlnecessary, pursuant to Section 240 25,(C)=HBblsCrict. ina,AppOcint:Js,pra pursuaet-to SecBon 24D 25 iC)'NB Otsfrfi'the AppBrant'a,pi. posing-to altar the eastery fattkie 4f Bider to WaVey a portfortof the poslan'to alter tlra easterly jot Ana N order to coney p ponfioh of the, land,to the properlyiorahed'io the east(1520 I*rioughJj ,this' iland to.ihq pmpelly I'Rih )o thelAd(1520:1yimr(rGph Ad) ThI3 ivlU tesuit;Ufi phange to the,perT. g.and drkreway congpuraa OR on wjA result:hra clLanpe to the paring end drNavray Eonflptlreilon on- tite preexlstlpg noneonfohnhtg-site FVtlso propnsed'is bVehicular to theRieeicjst(np nonconforming site.;1Alsd proposed(s ayehfceiar(n- terconnedion between-the two ProperBes;:,The propg1(y1 located- (pr'cofin6d6h1`betweirf1he two Properties.ILd'property is1ocated 'at 1582 lyaMdugh'Road,(RoUte 132f Hyannls','MA ad ahoiwn on As; at;d:5B2lyarp'lough,11oad.(Route 132)Hyannis";MA as sh01)n;4n,As sessore Map_254,Parcel'Ot45s ldcated jn't1ip;Hlglmay,8uslness sesso7s:MaP-�tb4;j-iue1014;tt Is loco In'21ie;Highway.Busi�pss; B)Zonin District. HB Zohi Df Y Y �,7 tl3 PM:�Appael No:2018 0t1 -1T�Cape Cod rF.W--Gents i O9 f'1d APAe�I No 2018 Otis T1!&Cap`! Cod Hive 4Cert Savngo Bank, f C"- �r Sav)pg-Bank,' ,The'Cape'..06 Rve Cards Savings Bank 1a seeking:a maltifhitlon- odl8gti bit= .o(.sdeclot Permit No'20INSB or a new S-,Wd Permit bi alter the of special'Permij)1o,201j-0fi0 ura nawSperdal;Pepnit&o_offer Jha: pre nasty aP raved-�nkfperlanp.s6ucEure tedevelopm6nt desrgn pjavtously approved banlJparldng.S{rudote redeveMpme)tLdalgh-{ .pursuant to tFhapter 240.93 NWiQ.rmhtg.buildiggs or,structores utSGAdtto Chaptere2�0 93 Nopconfortnlag tiulldings orstrtlhirires; tlot�seil as;Inglp:or,tivr%{aM].Iy-did'eUfhgs:and:lfnecessany, plir• iot Used`as elhgle ar•two-iam1V-CiA—MIlmgsIn (fnecessayl par -suadtto Seplton240 25:(C)j(B AfplrieE fifieAppOeant `pmposNg, i d'iiiEjo Siftin 2:40.25(C)':'HB OL4bIct,The/lpplkagt is p'ropgslpg'. tq elmhate.'the drivegrrougA•.wtr�daw`and'ATM;-reconfl�bre.and to sffiNnato the-drive through whulow end ATM;'reconOgure:and 1606t:the:appeaience:iuf.tlm rldn�Y Wdh.A-1add_" g:=4d uia Ibwar the.eppearanc4`01 the parking sfmclure,:add parking:fn ihd hares'ofihe formerddtie�t' d.,ATM sad a rsC the:�riA ar2a•of ttid-formbethre-up window and ATM,'apd.adJust the,lalyd scapjnp erouirdffie iecordipyre8�g slruc�irre acid biutldkig.=Af scaping around fhe ieranfigured parking Stnicture.'and building..Al- $o proposed!s a VahIdAr WtR&Mift o'b'etwaeh;ihe to.P PPer so proposed�ls a.yshicular,ir terconnectlop,.6dween the two`banger 061. The-propeily Is'loated ak 5W jyannough:Road.(RouW:32) ties•:The property Is locates al 1620 tyannouph Road(R ' 32�: -Ifyinnis,MASs'shown an:hs§�essoi.'Map 2531-W:ei'020-TQO;NIap: Hyinnls M`Wastshaiyf aWAssessors Map.263.Parcef'020400;140. , 358 Parcel 020-H00,'Mip 2@3:Parce1:020-800,Map.254 Parcel'012. 253,Parcet 020-H00,Map 253 Parcel-02HOD,Map 254•Parcej:012.'1 It Is located in the Highwayi@uSkktg•(HB f Zeningbistrict '�-•- 1t f biated:hl the Highway Business(HB)Zoning Dtstrld. 7,04 PM ,Appeal No:201 2 Ecu Sfte {7 04 2M tAppeal:No:201&012 Eco Ske t.my Eno-Situ has petitioned for;TPari... pursuan6o AkQcIv Sedlon• fco SRe has pp80oned for a Variance pursuant to AAide)(. eAdn 240107 and'ArUcle.tli Saotlon 24014 E B01k Regulagons the IjF '240.107 and Article III SecWO 24074 E hulk Regulations'jn'fhe PF Zoning District-maximwr05dding:helgM of 3o feet•In thd.afti ia- Zoning.bistrick-maximum building,,height of 30 feet In.t�e::altema- .jive,the peDOoner Is seekihlii--pselVerianee.;Tha pe�lone�propos five,the peOUortar is seeking a Use Variance:The P'.-her propos- 'eto constrict a 145•fboHaU-Whalesi eomrqunlcalidas'mogopo'e es to`tnmsWd aM45 footfall wireless c0mmunicati' :monopde, along i fth supportlng Adpinerd_enq.sAe:I4rcvempmia;•lhe.piop sloop with,suppo•'Aing.egriipme 'and site Imprbvag�nts.�7he.prop- erty;is ippr mately.17.74 acres arrd is located at-830 Watmby --arty is appr60kitely-.17,74 aces and I-s-loimted'at 830 Wekeby Road,Marstons Mills,MA,.as shown dn•Assessers'Map 613 Parcel goad,Marstens.Mllls,.MA as shovm.an Assessors Mep_013 J?arcel I003.1 It Is located in the Residence r(R< Zoning Dlstril . p�os It Tslo2ated fir fire Residence F(RF)Zonind DisMat ' These pu.6dc hearings w116De held attlje Barnstable Towrir HaB,367 "These pubOc•hearings will'beimld of the Bamstable Town.Ha11,367 Mein'Street Iiyandis MA.Heailiip lioorrr.ibcafed•ohrUie 2tiE R00%. Main Streeti, f N Hyannis,MA,Hearing Bourn, on,the?Alor, Wednesday,February 14 2018'!?(airs ind;appgcatimis.may be;ip Wednesday;Febrbaiy'14,2018. Plans and appIlra Ions may be re= ylewed at the:Zgn)fig Board of Wowed at the Zoning Board or Appeals UP106 Mandng and Develop- meet Depai(meij4Town 0ificeff 200 Mali!Stroaf(tyannLsLMA, s3 mend Department,.Tavo offices;2D0'Main Street Hyannis.MA. . I Bargstable Patriot s !Alex BodOfa fgta(r� ; Barnstable Pabbtot Alex Rodolalds,Chair �l?8.272M8•'. :,2onjnABoardofAooeats 1282r11i9`= ZonlneBOarddAooeaI r--i Town of Barnstable Geographic Information System January 29,2018 rTr v�. ............ Il ............. 264018 :w5* is 1. 0' FAM .......... e- 2540018 00 1651 11,01 A/4 253017XII6 254012* =023W H7X14 263017X10 253017X08 #Isis #11601 2S3017X12 2 : O tlk- H 27400154 T1701 ""2 017 , J 162001470 2M1 x" -�253016 253 253014XD3 et 01481 f-4114OV: DISCLAIMERS:This map is for planning purposes only.It Is not adequate for legal Map:254 Parcel:014 Zoning Board of Appeals(ZBA) botmdmVdetermhabonorfegLdetoryhiturpretsiUorL Enlargements beyond a sceleof Selected Parcel I'-IOW may not meatestabgshed map accuracy standards,The parcel Imes on Us map Abutter List Type-Parties of interest are those directly opposite subject lot on are on"rephic,representations ufAsseasces tax parcels.They are nottrue proparg any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot rj such as building ImmtIona. Buffer 112912018 AbutterReport e Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '254014' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count., 21 I Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed Citystateaip 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 2SS47/107 LUC ROAD/RTE132 02601 253016 SILVIA,FLOYD J TR SIXTY NORTH STREET P 0 BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 2S3017X01 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 2S3017X02 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X03 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X04 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 2S3017X0S BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/172 OF(LB) 02601 2S3017X06 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 2S3017X07 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LEI) 02601 253017X09 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS, N IS,MA 14905/122 OF(LB) 253017XII BARNSTABLE,NSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 02601 253017X13 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 02655 253019B00 SILVIA,FLOYD 3 TR SIXTY NORTH STREET P O BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 253019TOO SILVIA,FLOYD 3 TR SIXTY NORTH STREET P O BOX 430 OSTERVTLLE,MA 23358/25 REALTY TRUST 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 254015 MACGREGOR,J BRUCE ISLAND SUN NOMINEE DRAWER W HYANNIS,MA 18148/162 TR TRUST 02601 254016 BARNSTABLE,TOWN 367 MAIN STRUT HYANNIS,MA 20 0 6 1/3 47 OF(LB) 02601 254030 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 1,1905/122 OF(LB) 02601 This pat by itself does NOT constitute a certified fist of abutters and is provided only as an aid to the determination of abutters.If a certified fist of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this fist Is from the Town of Barnstable Assessors database as of 1/29/2018. httpl/maps.townofbamstable.us/arelme/appgeoapp/AbutterReport.aspx?typo=ZBA 1/1 , Town of Barnstable t aFOWAeUX 6 Assessing Division F1659. 367 Main Street,Hyannis MA 02601 www.towndfberustabie us Office, 508462-4022 'Edword F O'Neil,MAA FAX: 508-862-4722 Director or Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :254-014 1582 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. J a Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-010 Cape Cod Five Cents Savings Bank 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. - 4;�V Davk{set;-ytce-ehatr ' Date Signed 4L� M �G/�uCel a r '-T I,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2018-010 Cape Cod Five Cents Savings Bank Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-010, a request to alter the easterly lot line in order to convey a portion of the land to the property located to the east (1520 lyannough Rd) which will result in a change to the parking and driveway configuration and include a vehicular interconnection between the two properties: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit.The proposed use is allowed under Section 240-25 with a Conditional Use Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found this proposed altering of the lot line to have no negative impact to the overall project and would improve the visual impact of the parking garage. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7, 2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-010 is granted to The Cape Cod Five Savings Bank to alter the easterly lot line and reconfigure the parking and driveway. The property is located at 1582 lyannough Road, Hyannis, MA. 2. The improvements shall be in substantial conformance with the site plan entitled "1582 lyannough Road Hyannis MA 02601"by Baxter Nye Engineering and Surveying dated January 19, 2018, 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new configuration. . 4. All landscaping and landscape screening shall be maintained on the site. 5. Site Plan Review conditions of approval are hereby incorporated into this Decision. 6. The decision shall be recorded-at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Ordered Special Permit No. 2018-010 to alter the easterly lot line In order to convey a portion of the land to the property located to the east(1520 lyannough Rd)which will result in a change to the parking and driveway configuration on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties at 1582 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it,to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section Page 2 of 3 2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2018-010—The Cape Cod Five Cents Savings Bank Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings, and if necessary, Section 240-25 (C)—Conditional Uses in the Highway Business District To alter lot line and parking/driveway configuration Summary: Granted with Conditions Applicant: The Cape Cod Five Cents Savings Bank 19 West Road Orleans MA , „ Property rtYAddress:' 1582 I annou h Road, Hyannis Assessors Map/Parcel: 254/014 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: February 14,2018 Recording Information: Deed Book 30900 Page 137, Lot 4 on 268/53 Background The Cape Cod Five Cents Savings Bank sought a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District. The Applicant proposes to alter the easterly lot line in order to convey a portion of the land to the property located to the east (1520 lyannough Rd). This will result in a change to the parking and driveway configuration on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties. The property is located at 1582 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 254, Parcel 014. It is located in the Highway Business(HB)Zoning District. The property, which is located in the Highway Business (HB) Zoning District and totals 77,298 square feet of upland and improved with an existing bank building of 11,698 square feet of floor area. The triangular lot is located at the intersection of Attucks Lane and Route 132 in Hyannis. Procedural& Hearing Summary Special Permit Application No. 2018-010 for a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to*Section 240-25 (C) HB District to alter the lot line and parking/driveway configuration was filed at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer gave a brief description of the intention of this application and stated the lot will be getting smaller but will still be a conforming lot. The reason for the lot line alteration is due to the redesign of the parking garage with the modification of the Special Permit on 1520 lyannough Rd. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. I UUML SPQMJOPJIog +)orl9'sp3goPaaxaN lotijedei4elsum8 +l�rs sw oamro: ' '.; Pinedot9elsu+e9, NW%ILRNAi inns uteri. 31no-at ivaWtmdoo IW+ limos dol, Due BNua w'oon Ia R+?a8 Balaai.orItle poMapr .ddj(tiep Due BUWufI�'ea030 sleaddV la Pfe08 BaPpZ.e4t ZB Dos+alz •01 suopeJBdde.pu�Su •910z`6l a!'Asp$1JAM -0)eq`Aaw s9oneandde pup u- ptO %,k u4aA%pSWp Yl 'iobli DaZ?41`ub pate�oi u�a�I+ H tlW�W JaanS:NetV rJ�li DuL+a41,uP Mie'4i tiiooy:O.rMaaH'tl1Y'�'41 leans. L99,111111 rugol.elgelsuiee qyl to.. eq ll sMiPeay apgnd ose4l 19C lleH axol�19elr+r?e 8491E play eq am sBulma4?04ad osa41. 7aM510 6ufuoZ(Ja)d o?uapisaa off rq Plleaq 71 IUD 'IaPislO Bulacl(iki} 'eauaPl�+a 84t N pal�aol s!a`e0u Ic ed ft0 deal sioss V uo uY»qs se W.'splW sualslel�'peob raked CIO deW s>gss?ssV uo wk�oys sa VW'sMyl suo1iV'pa. AgWM 0E9:le.Palegol,g Due sane yec'Lt!4a1evivotdde$1-App M l)E8 le Doleaal p Pus.�»e 4LL't k_alewpproro+dde.sl'6ya -dad eyl j•sWa(ua+wldwj ails pue.luaw4foba WWoddns 4WA Waitt doJO b41.Stlfawi w+dWta4s Pus lvau,djn aanioddns 4tPA ouolg alodouaw sgonealunrywm ssapi}a SB{laa)SiHe�arrgfd00'01 sa o p06bau S1JOp+WnWO?:ssel.)YA pq 1aa1 S►t a IM4suoa at So sodpid.J�@@ygj�gad aril 'e9vePeA sell a BuPiaas s)nuoggad aqy11 ti o 4odd+d J60nnad eyl''aDueueA:ash:e.0ep{eas sl Jauongad e4t'snd -Vjn*04tW 79310£to 14604.oulpnaq umwDMu.l8Pls10'Mooz• -ealeng p41 al.qn)OS lo:l4bA,e!rlknq.wnwpcew 1*mRa 9Nuai( A s ui.suonelnBaa tnnQ�►l-o►z ftus 111'em Pw Lot W e8 041.W suaAepoolI AI6B'3 41�0►060l n Ill-Bpm.Put w-o uop X oltpnf N lueasi aalmlieA a+at Paaali9�d sef BPS oa3t- uepaoSX alitl+V alluensind:ea0elteA>t iol pauollgad seq 8tlS aa3•L . •(';:;-.oBS'R?3l - l"Ioz;PHIM#ViW4W41, ,+1':::.>-a 'Ob3. ,•rli'� Zl-O,9toi:ealeaddV, Wdt0.L �Wpsl0 ujuOz(8N)9seulsn9 kMutoOf e41 ul paieabi si 11 !•..'r ...-7NnslQBuluox(gtl)ssaulsnA.A�+4Bla eyi N Wieaal s111 "ato'towed►Bz den bo8.OW Wtvd WZ den'o0H-Oz0 No+ed ESL tt0 la6+ed ts-z dirt Wi:o 0 i$a+eJ"ESL.hW'OOH•Oi0!awed ESM 'delY'oU4?0 Voted tSZ den s+omdssll uo Oats se{tyl.'"Fm doW'001.Oz0.laa+td'ESZ dew.i.ro s'dSSY.W uNepgs se;VW's(w--1}0 Dean y6nQ0uall OZ91 it pateaal sl Aµodold o41,'sop (ze:elnaa):pgaa.gonpurm/q Oz§t le Wool q tuadord.ayi Q WN'erO traa+Xloa�p'uopaauumrotul'n{ro{yaA a$f.pasodoid.os' d aig ails Qaanitip: teuuoylalVl+eP+?I4ati a sj pasoda0 s, 1t!'BNFBa9 pue.'e�nranng pDJ�pPlnellup0ai eyt puno{e 0u1dR?s ry.'BO[Qgnq Alfa ainl�uis gjt�d Q?+Mgub»1 a41 p4nb+e BulERA Fuel:e�,isn a tVtY Put Apr 11 d-4p�auuoj',43 M.pe pud(a tsM a Due:'Wld DUej. On•anPP'Jaw+Pl ogl lo.b e41 u)�0i1ee PPe e+rgxrAe Buq+e6 ayl to souweadde agt-nr�q ey1.u1 Pl!?d PPar"eirg9Ms.�44P e41 jo'aave+eadOe o4i m•+q pus a1n6>fra�+.'n1Y Poe+ PuYA 4oua+41 oWD.Wo.elcrywna of Due 9+ ai; V pus Mopigra:yoaonp aaup oyl oleulo+go of Oulsodo7d lue+llddV 041 Ky+7sltl 8H(oTST 0►Z uolpaS of lfren4 Oulsodi s!t�V o f.7 K!U HN.(9)9Z 96Z uoAtas 07 31 .indS+'Rie3$saiy 11 pug,s1 ls++R�rusj ap4.Jo.,eldbls se pas01W4 -Ind..tiessaaau A.PI1e. i M} •oaq Jd a1W)l(Se P.ssP Jail saiiysi{n4rio s&n�{urA:&4t4i91r!�uofl}gip► �dE4J.a1�urn6 sa>tfl'angs Jo"sBWPQd4'�4uuotgb�fBODZ Joldey of luentmd i;ud3s5� oj@lwP;reragngs 0ugped/lueQ'paJbidde-gRnot�aid uBlspg lua<udokyayai am*ft4i.BDpHedy4m pmo 9 +d §in Joys SI:Avuod:lel?sds JAsu eao.0$0 Lt 'oN iP!i!e�.i ?ds'lo oV1 sell?07 iN!i3d ie}ladg+Iau.e l0 090 L70Z'ON 1[u'?ad 1efa�le�aa 19 p611�j bi,00q i_Bdaaas sl='xwD,'SWWS Sim. PoO.- e`1b41( aatMnlpay e_0ugaas sl._'>{uej's&nnes sluas�poi ode f e41d:' r , ��pmBaBu ',VfN p4(S ad�:t:s4l` l{09tQL.'b>t(?BddY`.::Wdt_ix4<: sW?5'Any`Po3"?dsJ 0Y1':' t10910 ?HleaddNl Wdfbrt:` - '�`: - .,;ixbsta�eziell)• - .;(;• •;• 'sl••::"-,-.�.a": vin=<bBNaozfef� 1S 8,AU.Wom y"y'xi(q'i sl 11 'PtUo lo?!ed.'19Z dely sLossea S"Asno Ae�r RMA bl Pei �ii'6tQ laved'ySz,den s+8" sY.UO.iN�4s bid :s>vueiW ke)ePrON).P�ab.49! u�l Z94t le =5tl u0 uNarls St.V�y sN i knoll!"peon ganouueq ze6(le. lVl.' San wwd OM4?41d"241 uopaaa!pa+�l P�e?M si ApadOJde�'' sapredo+d'd!q'an'uaax9a91roAHuum+ai t N!sPnj4o><c sl pasW d 0SN:gllS.BulwiDluoarrop.BuAsPrR?rd 8yt uj 7eFnKltr,R sl pasodoid.osltlr:'e>!F OryuiloluoauoU,odpspraaip ar(l uo lr�ilu B9! {WD.Q!re,BupDed eyi.o;.00uz9ea ui unsaJ.nfa uo balwaft000 AvDawpl."" BUt>*o41 of ABuer��ul0esoi jiur '(P�:4B04uuRaf'OZSt).13eo:ogJ at:pale9ol A(ndold g4101 ppuuee�l SIU-'(F114Bno A oz9{)It?o 94101 DateOotpiadoid eyt ofpu� OVA uopnd a Aaauoa of nplg N au/to(?4'ais4Qs41t1sllg at,orgsod 441 udnrod a.A M"o+np,>D�ry:erip of N+a(sea o4i Jane o3 Olysod ror ;sl�v dY.ee,.yy�1 lul+1s10 9H•(0);9z0YZ!1dN?aagg oi:ir?ans!nd •o t(lu?*dV a4� 7 0 f1H:I'J�`9Z04Z uel�aS of rums dd :Nessgagrrn.lwe,sdlgnaarp kirusl?W.w;e��66rrggS�S�e pasa t8a saint 11 pue•sauAleJiq.6@Wsi Pnq.ip.olOuls$e pain Jou saint 'arms Jo s$wypn4'Bupu>oluowop!f f 8YZ??1Qtirzl..?72LmsinO ilw anJls'iG sBWPlln4 oulw+WuOweH/E9fi1Z JaJdeVs o(:luensrnd'pw =j0d lR!??dS?oupteas s)5luep 6a!NeS sLis9.?+ki pa0 8de,ayl.: -lad lelaads e..oup(aas s)Nure room Sim Liu P03 ads0.e41--- i,.; ::;:•:ilueg aBulpeg i• Mues s0uy�eS. .siva:l:a•sll-pao, go o41 010:9}OZ•`oH t.:ndZdsl sP+aJ'e4lDa6 od�I6r�: `'010810Z'oHlsoddY� WdZOL' ,'::: .:::..:. .:..:. ..:. . ..' �o�rvox t�ti) Rib ••- 'YJP1t70 BNaaz(J8)s WA1ieN,e(ll In Date'of sill'pp0000 taa1ed ireosiv.siossassVUo uamrls Inv?4t.t�.Paie8al sl 11;'000 ta0n'd Af'0 deyt semagsV uo waoys,• se. 'nnlaj IBaJ)S alert/6tY.to Pai>aal.si pue,svn9 tiyt Alarew se 1e4o0 lS�nS ulsn'h1C le PaleaW.sl Pus sane 991,ANleu+ pcoadde sl Apmjq e41'parlgpwop peaq:p(uadu se4IRD XLedo+d, p�orddWq NJadwd a41:'PaMqu?p uaa4:*pw eq le4t gradwd- on 7e ivin Jalarn q uo pal• lwawwl ilea w1 Y1V Due 1N1dS' 041.1?taMnl'(alrix a uo W(aoJ{AtwOj enAA Brea 141Y Pue l!rkd3• _yB4ol01 Ww pitl's+alutq asala+yai P.M. Wall do aivas 'a119or1.1 BdlPnl*-Slilueit i*os'ssalRI;M Ruovad 39S of dq aanr. of•uuiwAWIdwlOUS pue.JuawdlnW'Bup+ri¢ds_'Vilµ:O.iaR.'ojo o{:.'SW_ewaw Apt:ens pus td?wQ3nb.;.0uppddas 44%Baoo,%o �subpplfm'ufwo+mtalµr IRt boa)Ol.s 4elsd!Due 1r+lta°R doaow suonealunwuwa ssa}a+R!net 100�Oltt a oetsul Pus talu(suP� ot, d)1luoAneda4l•'Jailot1014a1a-4. WAWgMWlapt_ blseudoidiauonnada4l 7aal0Ela.J4 WOrgppngrrmwPceu+:lal+t s10:. E`jFr sot ul,siionelnBea>Un8:J. OiZ-a?9?a$oTi!rsns ;IO BNOoI la PVI.W suonrinooa�8.•3►t-oz UORMS a7 wars .•Ind,a?vel,eA a Joi:PauoA4ad.64 91T Juawdolaa�Arpp 4FoHY�+aj_ •md.OXIMA.§Jat`pauon9od se,4 Tn haul OM 4Folpama1 !ldal?"o4 VVaN+a+lal; 910 9IOVOR i??do1l .rid:t t'•: 0113yaw0o�dn¢p ypoHiettol£:.6t0 91Oz'aH RaddV' Wd taL 7aWfl0 BulrMi(8AN)€sepisn8 e6es>It siwe:W ,-: �- 1vAh WOO(fiilll)SSAnlas 4e1M Rune tH a41 ul•Daleaol 5181vlio-vLo 03nd ss 80E dM saossa w uo uMM Pin ul MOM Of Ji ZOo•e10 laapd o 90E den eaossassV w mwys se'(tW.-%jwmJyl hags 4UaH 0Sz to Paieaal s!ApMoJd eQ1 011►( se VIy'sluveAH 1049 4Ua11 M.it pwxl 4 Ryadadd' 'BAIT -ay►u!?sn•paplwnd e.Jou.sl asn Wwo ftew 1,41mim.1012 a agt.ul;asn"PaAluted e•!ou s1 gsn.eaW FgRw'lnuawn'a1a4a 2sn_fte 04. Jol Mane at leltal!<11DSeab6i s)jauoMW a41• isn a?�6•1q,pawl JOt ma of*IqM Bunsonbai sl JauMW aql 'lalnsl0 ssauling s ftm stuaeJW w (i)-t t•CZ ommonm oJ, Tmsta ssargsb8 aoe1DA Slu AM(1)V`'9313-OR s01138S W luensrnd eaueNeA sill Q+ol Pauaul 04 011 13an3 43pN 69z Iuensrnd.sa IRPA isn a Jot Pav0l4ad..c4 Oil*M4S 4MM 6S3 . J 17lQonS 4D0H 65L.' 600 8t�off Roddtl.,rid OD L.. O111e?+IS 4r1oN fist ' ' "900 9IOZ'aN leaddV Wd WL- auR ayl PaJp�u�awn ay1- 19.410V>l AenAe�AepsouoM u0 pla4 eV duu e-BatMMf* to eloZ'6t A+ea+4aj'A*-poM uo litay aq five Slid oWoM •No.uo;ouliWy;PBgnd e,ie41 14018gt'stuawpuawe pe Pua siJ"W. 041 uo oupeay angM a Js41'opiam sluawpump IR Due-Sposnya •i!s5?Wit4 4UeaA+uoaiwys am l0 sorl.teJaasg so 10Vq>Ja" •seen 16 44saMaawwoh to to SM"'(21auao o41.W yVpp►Jaldeg0 I tt vanSaSoJ.iu¢nsipd•paygop AVA e)e'nolt'sieWVW pf008 la(P Domes 01 luens+no'pannou Agany on naS'sleaddV Is p+eoll ;6iqua s41 ld;58011 elA Aq pataane io N pelsa+atW 3 -: ge of. ouprox ey{to arroltaa eyt Aq'', a io ul pialssiilul suot-ad na of is_9tOL3tA1en+4a! Stu tt !oal?'Q.�yiro�ay{Japun sd4!eaN WA w?�AaH;.. o flusiz aqg11 Javan sBupe ?64nd w aaaaH geaddYroPJeaeduNol• ,. ; sJeaddV)bp1e0eB,d i. W m8 gersu la Waal elyalsw"to I" t Town of Barnstable Geographic Information System January 23,2018 ;�`;.:::f:Vi;:•�'.�:�G:t �:'I«1 ti':^:•'i.�,::1.•«�;s�::?.i•:::t::l�t:j;:t'r:%�..:7f:�,':,�:,:'::y. rr„::�-. i �u':hti'::.•:. }t�:"`. -.•:fi�ii:1._:.•i�v:.'ry.;a J.0 ���Y:{i:.iti4=rrr::.r r�•4` l:�.i::: �;<iv'i�+ Ytr:.•»ter' err,'i!tC ♦•• "r- ,t••li::Y:....i.�•+�zr-t..'Y•::.:r^.:ai^+�f�'•+..• t.:r'.:r' -••?i.•': ,:T,t••,�:•�:f Yf'• ••i'I:::•-V�..�'+JVY•-. �,±t.YLtlr•wC�t�.Sr.:�:f;.`•.r�:v!/:.+/l'.�.;... .: -.•rr .::•'i;•.J�•:f}!�•.i�yC.itG:.• ti.:�L+••it�".'�.:;rti.�L'�t.f•_•r..• :tyfi.r�..ry.I:•••'4 r:`v• rr.-.,•t }ti''.n r:•� �:%':::: ..:,` �nr,'••`: •;:; ': r: tie»'.y::-,'' •' ' ram; :?••. .v;':, +�y i:. t .+2C'» :••; 275002 Cj•i.s.•� 'i.L: ';S;i�:`:��;ig,?:�.7s�}« .i;f��:;:"•f'::; ?' ?'+�. owl .::?i::::i:i •:?'�i�:+ ;i� !+ •_•:r;4;y'r-':i ::••••:i- �,�r».tr'�:.•`tit:•t::4:i::;.y: •t.•.: _ #114 .;,} "'.t'c.i r`�] a,S.f�����Y[� •s�Sf.::Yj '�i.=nfi'+a�C3 t••r.y.::i.tJ°..; ',•.it::'�•':?4•�'fl1$'' V. :!� -i•'J�'' ,�•• •:r•. f�.:^(rl: .�f.t. is"J...�,rf,•-,w:^.•,•:•v+..f.}��. :i=:Vt.' `' ' :�Ci: — :5;f� r'' '=`!�v-�•ti"�•:2''•S T+I...I`�•�:.:'��•C:�:.�r+:�'i•• ��"r:�'i •��;•y':'%C•J `.•::.»::cG"' ::�.C:� ��/; ::tf:�-`it �tg�'r?;5'•?i7;;:��i;•.i/.:^w;��ec i:�n �i;7:,: ? ::'{:Ct: ':L•:•i':Y;• :nv.:v:e.:S?tip 'i•^.::�=�a:•�•" .t tv.'.7n:::i::.:iii'. •'•i'.:::.�...•�i:?. v::,,. ..i't.�::.-•.• �t3},r.:':i!'•- :Y�•rw A•r"': '.t.•:�tY]• ._. :tY:�••:t,/ •! +tfj•;:•�:V.•.:'i _ '1,>'.+•f`.','_fr .:r••r.;,l�'.'" .:!tie.:1;i;:: :f;P�y�':.♦.r. r•r.J:r`•"'• _�•'C•v'::yC:� vL•{.�+•�.'.�N.Y1•i`� •• •;i :•'tt �•••"N.,'y., _ ���t;lt�• ,.f•••tY :.���:r��.:�. w�.3�'.?r' •..�^`�+'••f":•MTLINY:.1✓L�••I. .•+•ice.•', •:S. i1yyrWiWr�.•.tiwY)::l•:'i:+•:,•:•�'}::,iI::J: ::i:tr:,:�`: :'::�:1�'•• ':ry•:Roi:t,t!•',--it:r� ::Z Lt�:•�t�•�'�ti:.:'titi�r ��:. •�yA••.: �L'r� ::'t'' •.i'�i�iyi:�r ..r. •':t:L:::l:%':.ti yr±.;:i•:• �::�Y•1:r;i.}5�l�.R w�ti:' I •�`' _{::v'r'•h:•:ii!:t �• ri"•��•�Vj •r" '•r ' ::�`:���i•l•t:. / ••:'-'{t !fit.:���}:�t:.iI9.+.,: Ctlttrt. -•' tom`:•:'' { �•�:r,: .::.;::'� :.• • '•t 254014 ':: ..?.3;. t•!%i:; / � �r�c�":r��:i'`L:�'•"•��•`>'"s•. i�•1582 .::i r •,.:t:s' �� •�'ll:�.:::�.•t:�•::,::'P_.?y:; ;lei,.•::''�•.' :.• ♦ ��� r••t..t..t�::`.} t:F:f:�:is/`�S.::rN'r yt •� � ��!/� t�'�::i:i" 253019800 :• !''t'i!.'::}; / , �r +C::y`�• ?t 2740� #1675 r, � � �_� 27400S,f_;�9:::`:•: •.t :: �S2'f0'::tx:-`.-:�;'3:si 274�CSOD7 #ism / 274003002 013'SS 253018 .s:\: •1••.:it.1r�I•� •`. :i::.f.tss:ti\+:t:r•:.:..�•.:it1I:SrJ~r:•�f�..... 27401eM 253015 v_: :i�{+ _..; .rf;.�+:; tv:j..• iF0 #1545 ♦ ?53018001 ;?x,;,�..`.c� `c`•. #15i3 253014X1?� 014.81 i✓L481 ::1:: .:. 253014X02 00X43 0 17 Feet #14T1 =04 t WOWMEMThta map btor p ort/.nisWxdegmtataWW Map.,254 ParoQ014 Zoning Board ofAppeals(2$A) botmaafY dnarmaen arsogeaatory kderprobCon Eduymsa bso a sd aof selected Parcel r7 I%ICVMsynoMoneaabbhodmapa=zqs A&ft ThepaceBnwtfm Abutter List Type-ParBes Ofllenatarehe�� fsubJ8ctloton : .t are"gapmcrep:esenUft r orAssesaors mx paroets.•may am W true prape�r any Pubile or private street or way and abutters to abutters. Notification Of all Abuttals ;W 'w E tiourab foa and do not mpm*mamume rem to pnysw feanam an trte mop properties within 300 feet ring Of the Subject lot j mch as bufldeV b a9mm 8pfter r fo/ 112=018 AbufferReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s); '254012' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot, Total Count: 12 1 close Map 64 Parcel Owned Owners Addressl Address 2 Malang Country Deed citystateMp 253020500 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020HOO CAA�N�BANK L9 WEST ROAD ORLEANS,2 MA 27968/116 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/I16 SAVINGS BANK 02653 254012 CAPE COD GS B 5 CENTS 19 WEST ROAD ORLEANS,IAA 27960/195 SAVINA254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 II' DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N IST STREET' PAIATKA,FL 28549/58 32177 274002 GRIFFIN,DANIEL 14]R DMG REALTY TRUST 10 W1ANNO AVE OSTERVILLE,MA 27 6 5 5/3 16 TR SUITE 2 02655 274003 MUSHINSKY,ALBERT 3 40 WOODMERE RD FRAMINGHAM,MA 3149/118 01701 274025 ]ONES,DAVID ATR DAVID A]ONES TRUST 139 SHALLOW POND CENTERVILLE,MA 21241/27 DR 02632 275001 BARNSTABLE LAND P O BOX 224 CDTUIT,MA 02635 11541/34 TRUST INC 275005 BARNSTABLE LAND P O BOX 224 COTUIT,MA 02635 11606/86 TRUST INC This fist by itself does NOT constitute a certified Gal of abutters and is prcMdad only as an aid to the determination of abutters.If a certified list of abutters Is req dyed,contact the Asseutag Wslon to have This fist earti6ed.The owner and address date on Oft Mat is from the Town of Bamstabte Assessors database as of 1/23120f8. htlpJhnaps.townofbamstabte uslardms/appgeoapp/AbufterReport.aspx?typa-ZBA 11f Town of Barnstable i �a t Assessing Division i6 367 Main Street,Hyannis MA 02601 ,Mvnv-tuwnolbamstable.us Office: 508-867 4022 EdWard F O'Neil,MAA FAX: 508-862-4122 Director orAssessing 6BUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :254-012 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Samstable Town of Bamstable Geographic Infbtm Son System January23,2018 254015 2S4016 MOOS #0 A77VC S LAr 254MS :-.::•.. •? ���tit• '�' '"ti:•,ti'r'J;::t:'}:ti+tiL'r'C;::':•:• �'ta+..:..;.. -`,::5;:•';�::;'l,:�;{;iy+t,. :�:'�.�r:i.f;,r'•x:A:'�ti:� •:Jv�"'•i::••::::..�.,,:,r..C;r:: -.5•.;,� '•:;:•::..'%',..:::�,,,r.. u .. ::.. •:ti�Y.:.,.••;. •c.y:::C+-.•:.r.'.�:r:-%: 'r>.::i3•�'i••::ti;=:, +::,e:'.i••:ti:ij�• :+{,'.:';ti-•'J-: i:j:i :19•iA1G82��i:ti•f:,?:''•" •: ;;:lw^::•;.;^•�, ,, •fx,;:;'•• ••r;; _'',�.''°. _ e.:: ... �;a�.•P7•?:•::::3s:}::e,. '??:ti• r;:J= 275001 218 253017X03 3F{*m 253019800 />// � :-�'�:::{`�'%.':�r.rt.,,:.::tt.• ?74003 253Qt7X08 �" 1575Sm •G•/VYI!/W6 � 1 �/ :~!•. ' �'''}•l.V:t l:••i�::y.:is i�}•:'��(.'J..... vises 27400 ..'{.;::fir• .Y'. + rrn�Yri.;q� J� / ��/�/' :i�r+,:" "i}::r :ti tj�v�tiJ• J•':• •:�':;:�'''J IF241 253017X04 ,;:�j��._.,: ��".:Nn:'• •:r.•: r fin. 255018 `rr., i;+y' '::F:• r:x__ J tF1d36 vism 1481 253019TC075 274016= 15 »•, Y$1545...:n�: ?1:;•.J'::::• '.'J!:•. yF 7' r.{„t?'.•vi?.; :f; °`•`: `>'253018001i;e-. w = •; ?N OF0 'j. .:+•�. f`'Y ::hr '�'' ��:. ^i.•,}::tij:` :v'J=.i:••: r:ry;• 7" 15, fA y�';i;� �`' r:: ;r?,t':.•y'•c=r :w. 25301�01�.. K_ 44 274o16X01 r! ��':%-'i: ��':.Y:•' .�v:,•.?t, wry• Y;titi.,.jijy '-:. � i. ;+�.:�•• ':��rr,yi�;•:. •i':� `���' 7T �274020 G/SI $0 c?'Y.J::'4:si': :+r:•:•; .`;y.,•! ':::; L`.' 0114401471 'QO :,c'.,;'(;,,. ..;: 'J""�� 2530t4X02:'. Vic• /�274M `1 25301300ICND z S~..!•n.� v. ?F817 i 274036 `A Suit e,� � ffi1gYD � 00 O 112 Feet 253013002 274COC vatawt�aar 03 DfsCtAItCE Thrormpbforpttnninpputpaseranq,tttsrotadat♦urmforropN Lb;r283 Parow:020T00 Zoning Board ofAppeals(ZBA) b mdOry dowm*ttbn or rapwamy k*mtm8on Er gemmnbbayond a sealo ar Abutter Lid -Partihe of Interest ace those Selected Panel 1-100'may not moat osiobttattod map*Cwmay omndwft'Cho pa:oO km an taro map Type de*opposite subject lot on ms any 9mPt{o mmsama&m of A%za=ora tmt pates.Theyara mtm P:omw any public or private sheet or way and abutters to abutters. NoMeati on of all AbLftm tmundaefm and do cat rWoxwa aaxsow rdadonorops to ptystoatfoonma an tha map properties within 300 feet ring of the subject ch tot. . rim as to I*Q tomttans. Buffer ' 1123120t8 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcei(s): '253020T00' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 11 RD 6I close Map Q Parcel Owners Ovrner2 Addrossi Address 2 Mailing Country Deed City5tatezip 25301001 SHALLOW POND C/O KELLER COMPANY 14361YANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 253014)(03 CENTFRWLLE LLCTR TRUST MAIN STREET 1645 NEWTOWN RD COTUM,MA 02635 20399/50 25301004 CENTERVILLE LLCTR THYY�IS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 253015 LAKESIDE CENTER 1436 IYANNOUGH HYANNIS,MA 2SS47/107 LLC ' ROAD/RTE132 02601 7SM18001 CAPE COD CENTER 1284A MAIN STREET OSTERVil1E,MA 22672/302 LLC 02655 253020BOD CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD 0ORLEANS,MA 27968/116 SAVINGS BANK 2SM20T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27960/195 SAVINGS BANK 02653 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALAWA,FL 28549/58 32177 This Ist by itself does NOT oonsfitute a cer ified rest of abutters and is provided only es an aid to the determination of abutters.if a certified Ilsl of abutters is required,conlaot the Asseastng DhAston to have this flat cer08ad.The away and address data on this bt is from the Town of Barnstable Assessors database as of 112312018. i hiV.1/maps.tmmofbamstabie uslarclmslappgeoappftWtwRepod.aspx?type-ZBA i/t Town of Barnstable { f Assessing Division `0 a 367 Main Street,Hyannis MA 02601 f www.toAynotbarnstable.us Wee: 508-862-4022 Edward F O'Neil,MAA FAX: 508-867,4722 Director orAssessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :263-020-T00 1620 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Bamstable Geographic Infoma3tion System January 23,2018 254MS mole 27SM Ito #0 .4rMCICS LN 254018 -fig•;,•:..::,:••:•?..�;•, ,�::;..:��:-�:r..... .:�.;:i:�vri;.{3;�:':r, ..r:'rev�:�yy' •ti:+ .ems -� ', :?a.1�:•'CC "w- .'• t•:{�'.:.=:... t+='::... 254014 ^:•y%>�i: � :;i„'v,,<.• .�,=n:' '�--i:Wit;.:, •+,�, e.,:�y, a6 ��4 :.• '„�':;yt�y :;.. . Lam;. ti;; ;:%..; }'" ' 273M .fi'''r"fir:}ram::::^;�.:2•?;:i.; .�;•:::• � •:�.='•::•. 00 2b"3717X01 '`%Yti..:.,: ::1; •.w:•:••: :.�. 02695 �:�ir •.'�^''�;., r Sitr ..'i:.:r::., 2740=1 :i.. • ,r.hr. w.:J:':t:;tr''''•'?= 0230 2t Ot 0 -:;:;ice,• f4.1? }'.� V4003 9:' %`-•'.:irk`- ti:.':.. 0210 263017X42 ^�.'• '�<C `'�:,r:-:;aF;s4= `L!... OiNG f .rq Mrs•:f�••\,•.„••y ;1�'J 274003002 274026 9150 2SMST00 253016 ..5:a;r> P1676 01645so ;< ywjj :• ..r: # �y''2 '`r•2S3C1�8001�x. e��� •J;+ +"•'-•`�{�::ac•;.E, �4o1fi740S �j9::!;:y j:,.R:.: �;,,:.:•.}.,.a,. :i%ti• +3::tt r'•,•}•y'r.':'�,i;.'•..eq•� =h�i�.'•., may' t�%'.,. ;>?:'.:'a,-: `'�:s '•:tit?%�':::�;;\. .,, •-�S:s+r.-:...;JNpin1\�•:.�.i:.... Mom:,..: fi. ,;•t:.?::1 � :'.j.�':y:i�%�"•"•:���I `tvs::> .:� •:- �,,:•�;�• 2s3o14xd'r.•r::,•o-�• .y,:,,,.;:;�' G`.y y�zi•:'.; :;�j;.a;'rr'_ .3r'�-�F,;;: '•1F1471�h,.�yi:1:;: � _' • 'ffr•�•. r' ,, �:.. � ::' '•y:::^ iS :• �• �• •Li�274020!�:tz4 ; �2Si014X02 . rr #1440-i:; :.{.. ':r: :sr .ti :�•#1g71r.:.:}::•. ? Zr '1:e:• '::;:: 7 274018X01 263013001CWD 4F817 F 274038 I #1d11 2740leX04 2740214�D #0 0 112 Feet 03 ME DISMAIEaM ThIsm2pbifmrgmvftpurpo=a%".ttlanotaft faftOl Map-.263 P=eko2AH00 Zoning EWardofAppealS(ZBA) tic:atdmydeemn3rtadm:orMgWabcayk praWon &ftpMwft b"W a scale of Selected Parcel 'ralW nWrat meet end map aos,raw shut The pom d Om on 10 map Abutter last Type-Parties of htterest are those directly opposite subject tot on m,o:�r[pap repr0smmtfJons otAxacsere tax paroem.They arc aet bae prepeet„ any public or p tvete street or way and abutters to abutters. HoMcdon of aD Abutters bwAxWemanddonatcalmem aoasate rely ImMpa to ptWsloel that ma cm ft amp properties vNin 300 feet YhV of the subject lot. O %/! 1/23/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '2530201-100' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 10 `I Close Map B Parcel Owners Qwnar2 Addres6l Address 2 MailingcityStateXip Country Deed 253014XO1 SHALLOW POND C/O KELLER COMPANY 1436 TYANNOUGH HYANNIS,MA 22429/106 PROFESSIONAL LLC RO/RTE 132,03 02601 253014X03 CENTERVILLE LLCTR TRUST MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 253014XO4 CENTERVILLE LLCTR HHYRANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 TT 253018001 �E COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 2S3024B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020HOO CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,PSA 27968/116 SAVINGS BANK 02653 253020TOD CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 274001 CAPE COD HOWL ILC 201 N IST STREET PAIATKA,FC 28549/58 32177 GLOBAL COMPANIES C/OALLIANCE ENERGY ATTN:TAX 15 NORTHEAST BRANFORD,CT 274020 LLC LLC DEPARTMENT IN SAL 05405 � 24811/64 This fist by itself does NOT oonstiNte a coAlfled list of abutters and is provided only as an aid to the deierminailon of abutters.If a cedifled list of abutters Is required,contact the Assessing DMslon to have,Us list codified.The owner and address date on this fist is from the Town of Barnstable Assessors database as of i123f2018. hlip:lifnaps.townolbamotoble ushardms/appgeoapp/AbutlerReport.aspx?tW—ZBA tt1 Town of Barnstable t E Assessing Division 367 Main Street,Hyannis MA 02601 www.tog nofba rnsta ble.us Office: 508-862-4022 Edward F O'Neil,MAA FAM 508-8624722 Director of Assessing ABUTTERS LIST C,I;RT/FICA TION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-H00 1620 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Bamstable,Geographic Information System January 23,2018 #Sfi80B+' "�:}:+•:,�::; �:: �•:i% i%;;�%,. +.rY :}..... 2:.••,;'t'^;::•'•�}::'.;::`>::@:,:::"r+::�.i: �. r•�;ti' ,;,. � 27b002 MOW �tii ♦�� :::•/'��::5•:�:�j/}::�.Y:.;:::.:•/� "?:• •?vl:r.:fin, ;:j'!� .:K y':'•:::,f�. ':f$ "i:. :{7:?.' 'i :;:� •:ti•. :C. �:i'•�•L .. i7i..;: :.';. \''��: 9.L: %ems.;:::t`.^ �t�:t; .�: :s..;. :\••'i• `:,Y.{3t:'' .s.�};;:t,:•:• .r~s::'•.?.: 1C1431 ,S,+rr:•rr'[•. +:ii?>}t'•r :i?.: i':}'} ••,• ;ii '••..�•;• :;;�:. ':L•�'::C�ii::. _ •i"^•• �.5, r .:Ee:?•::�� ::?i;p. ;:�: :?:y.:::^,r•.r„ ,.,:. •:i'i..^,r.. 854018 1 �Y:-k'> v.`••..•. ,n• .�i•r'` :�5 ^�'.::, ,.. t.•:."v::: ;J.r�_.r.... .v,•_+'.?:.:;.. r # 14 \f i;f� ..L' «::;.N: yt•••.:.t'M r.,:.Yl.:,EJ:�.r\•r,,.':!1��:':{.:.r.,: .+.,.Y.♦ ',i.�'�.. .<.s:r?P�'ti:1:::h^.>:�:r:l' ••, +�%. `� `'Aiw 1' _ :rtir:' ::Y ;'�.:'�:':• 2';;;:r h.'•' �:'s.: r;'•:" »$•'t'r'f,:`- 'i�„r.,..i7«i''::��:�L- ••�% ;G::: ;'3;.•.:4�i�'••'',:�:>•." .r3::•.... .:nn`L;':�,:•,i'a!::::�. t.Y:!.::rF �. ':.ti•='s. s:.•� .tiff•:::: .t,....,:..�.';.i• .... ' r:i;?ir^'::• 264018 '!7-t:••+ i .rr. !F of?�'. �: '' 276005 J: 00 L :•:.it':^i' ::'Ei��tti:•r1:rr:Srr.sE:},tl.:::pit 2 9030Issl C'.;r / //' ;{i :.:.•rA.i'f:-+'r•:.i.,y.::{�fi�4•'/,.,,./r.,,•/�;r;a�:a_jY?i'.�yr..at.. / ,.\Myvt'�:'"•'�L:$•i!'41r: •27$YYI ',:1! L:,•,"'! 283017X1i / 'iit;• �r :. :: ���' r: 253017X08 #181s 253017%fl3 { ~"c:_ t•.•.:Y;.::y:s`:.,,:i '1�v.�d'17X13 r •�_i: •r�tii-:1:�:, r._�.r•+ r:•-.• #1636 26301 #1591 / i fi'� C:=•r`f. "C "::: 253Umi 017X10 7X01 274003 #230 �R7585 f s:,fit?:,•. ::},,.. 293017XO$ 0210 2ra3017X1.4 vim _ '}"Yr"•.:. .:.;'/fit•_' *1636 253017X02 •`r' er��/ � •'r l :•:':s:•:r.L.%.;:�a:'..: r. ;x: J / ry�l;e,�i;^��:t:i2Y f'kr�•.,,;r,1;. 4P1585S/25301 2 �� :.+?' ••.y�. 'rt,;:�$r{: #1631 253017X06 / 'V 274001; :::?' :<•:• #1595 �':et: '• J� � r.ii''51470:"'r': .. f:� y4003002 MCOITIDO •rF1701 253M7k04 #1$9i •.•Se' '' .tir�}i% ;:�•:ti:.^: a...... :.:.:v,.t��:.:. !/ ••''r+,;::.• '%{l �+::: 253G'lfi'" r':'w',tir: ••,;;,y;;;.•:.4F1556 's 25301"04r- #143fi� S;Ar`%" ?ti..,-; :r i, •2530151 M, #i481-,'.•' #1481 "2 63 018 001• 274016= p, ,.:e'�': {i':}}i:• ::r:.:tiir�,,r.•�:::.:. �:i{ti 1>,y:•7: }L•. .f�• #0 �;•:i�'�/� ..,;r;;i`i •::•• i.:��:;'iii ..r:•:r!�;�1$13<'•ii::;y� f.' •' '?�; ... .r,%..y:;i,_. ..yr.�. st:;: �(r� :�;_:y::'� :f,��,,...i :::,',1;.�G•_.�,...•S�.^. i�'ri�v"rtC�Srr�G�;'w���.r Ci • s,:r./." i rFa:;e,:�ttiti:�:%::.'. ::2'`r. ^ 263014X01 w . :• :+.. '•} '?':. rL�i;;:':v. 'v.•::�^: r:•:;:`:'263�014X02::: iF 1471 ?T E..tf.f>. :t;i:;•:=?J.• :::::r;,:: •`�r:..:,�:f:i:,$1471:;: 274WO •F ti i':" ':si: '' .•j: Y;i!}' �:�:::":4'.:J.:•:Q. � 144J T Oa 274029 :,253019T00" ND owl #217 253007 ,:i{:>:;�=j::�i576 fji �7��R817 274838 0#0 1 0 Feet `"`:::"`:` : ` 33002 2740MCNO #1411 ,�;^,:.. z,4o,sxo4 #1434 00 DMQA MrzRS:Mt snW IsforptwvA pwposesonb.ftls riot adewds for WgW Aftp.2S3 Parcel:020B00 Zoning Board ofAppeahs{ZBA) SekC�d Parcel 6autmry ao rot mad a orrop:$atory p acm V s Erimpam e e bay I a eosle of Abutter List Type-Parties of interest are those directly opposite subject lot on 1'=10D'may rot ploet oslabibltOQ Jaap OeaAacy 9tendafQ4.'t'hB parcel irres On thi3 tlydp areo*omp?ftmpn>:a0e=OfA=oesorstmcpwcetr meyarsrMUu* ropsrw any public orpmrate street or way and abutters toabutters. Notificationofad Abutters ba marlwand do not roptesentaeeurate MMOOMNPS to ptwskw feaaaee on the a" properties within 300 feet ring of the subject Iet. ' such ss Mft bcWons. _ Buffer ;f;. 4/23/2018 AbutlerReport Zoning Board of Appeals (ZBA) abutter List for Map & Parcel(s); '253020B00' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 14 a 0 Close Map&Parcel Ownerl Owner2 Addrasel Address a Mailing country Deed citystateYlp 253015 LAKESIDE CENTER 1436 IYANNOUGH HYANNIS,MA 2SS47/107 LLC ROAD/RTE132 02601 253016 SILVIA,FLOYD]TR SIXTY NORTH PTREET P O BOX 430 OSTEIIVIU.E,MA 2335812E REALTY TRUST' 02655 253018001 CAPE COD CENTER `,� 1284A MAIN STREET D.STERVIU E,MA 22672/302 LLC 0265S 253019BOO SILVIA,FLOYD]TR SIXTY NORTH STREET,',P O BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 0265S 253019T00 SILVJA,FLOYD 3 TR SIXTY NORTH STREET P O\BOX 430 OSTIxtVlLLE,MA 23358/25 REALTYTRUST 02655 253020B00 CAPE COD 5 CENTS 19 W69T ROAD ORLEANS,MA 27960/116 SAVINGS BANK 02653 2530201-100 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORIEANS,MA 27968/116 SAVINGS 13ANK 02653 254012 SAVINGS CENTS 19 WEST ROAD 02653 S,MA 27968/19S 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA f 30900/137 CENTS SAVINGS BANK 02653 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 2OS49158 32177 27500 L BARNSTABLE LAND P O BOX 224 COTUIT,MA 02635 11541/34 TRUSTINC This list by Itself does NOT constitute a certifled fist of abutters and Is provided only as an old to the datem9nallon of abutters.If a certified Bst of abutters is required,contact the Assessing Dh4don to have IMs Net certified.The owner and address data on this tat is from the Tom of Barnstable Asso Ws database as of 112312016. hitp:llmaps.townoibamstable us/wdmstappgeoapp/AbulterReport.aspx?W"ZOA 1/1 Town of Barnstable I E Assessing Division .usa ,y t4j� 367 Main Street,Hyannis MA 02601 so xvw►y.townafbarnstableHs Meet 50"62-4022 Edward B O'Neil,MAA VAX; 508-862-4722 Director of Assessing , ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters list For Parcel(s) :253-020-600 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. r Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No. 2018-011 Cope Cod Five Cents Savings Bank Ordered Special Permit No. 2018-011 to modify Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment by eliminating the drive through window and ATM, reconfiguring and lowering the appearance of the parking structure,adding parking In the area of the former drive-up window and ATM,and adjusting the landscaping around the reconfigured parking structure and building as well as a vehicular interconnection between the two properties at 1520 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be In effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 1.7, within twenty(20)days after the date of the filing of this decision,,,a copy of which must be filed in the office of the Barnstable Town Clerk. r Bavld-Vlirssl+,-*ee-Ghalr, Date Signed / 3 tC I,Ann Quirk,Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-011 Cape Cod Five Cents Savings Bank proposed modifications and stated the Drive-through and ATM will be eliminated and parking will be substituted, the parking garage will be redesigned and lowered, there will be an interconnect between the two lots, landscaping will be adjusted,and the lots tines will be altered making this lot larger. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the Importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive,environmentally friendly,and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-011, a request to modify Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Eliminating the drive-through window and ATM eliminates the need for a Conditional Use Special Permit. This is a modification of conditions of Special Permit No. 2017-060 for relief granted under Section 240-93. _ 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found this modification of design has no negative impacts on the overall project and lowering the parking garage will improve the visual impact. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7,2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch,Herbert Bodensiek, Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-011 is granted to The Cape Cod Five Savings Bank for a modification of Conditional Use Special Permit 2017-060 for the elimination of the drive-through and ATM, reconfiguring and lowering the parking structure, adding parking and adjusting the landscaping. The property is located at 1620 lyannough Road and 131 Attucks Lane, Hyannis, MA. 2. Special Permit No. 2017-060 Condition No. 2 shall be modified as shown on the site plan entitled "1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601" by Baxter Nye Engineering and Surveying dated June 19, 2015 with last revision date of January 16, 2018 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. All conditions set forth in Special Permit No.2017-060 shall remain in full force and effect. 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Page 2 of 3 2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2018-011 —The Cape Cod Five Cents Savings Bank Modification of Special Permit 2017-060 Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings, and if necessary, Section 240-25 (C)—Conditional Uses In the Highway Business District To eliminate the drive-through window and ATM,reconfigure and lower the appearance of the parking structure, add parking and adjust landscaping Summary: Granted with Conditions }, ":; Applicant: The Cape Cod Five Cents Savings Bank 19 West Road, Orleans, MA - Property Address: 1520 Iyannough Road and 131 Attucks Lane, Hyannis ���} , Assessor's Map/Parcel: 253/020-T00, 253/020-H00,253/020-B00,254/012 Zoning District: Highway Business(HB),Wellhead Protection District (WP) Hearing Date: February 14,2018 Recording Information: Book 27968 Page 116 Lots A&B on 76/11 Book 27968, Page 195 397/15 Background The Cape Cod Five Cents Savings Bank sought a modification of Special Permit No. 2017-060 or a new Special Permit to alter the previously approved bank/parking structure redevelopment design pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District. The Applicant proposes to eliminate the drive through window and ATM, reconfigure and lower the appearance of the parking structure, add parking in the area of the former drive-up window and ATM, and adjust the landscaping around the reconfigured parking structure and building. Also proposed Is a vehicular interconnection between the two properties. The property is located at 1620 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 253 Parcel 020-T00, Map 253 Parcel 020-H00, Map 253 Parcel 020-1300, Map 254 Parcel 012. It Is located in the Highway Business(HB)Zoning District. The property, which Is located in the Highway Business (HB) Zoning District and totals 8.7 acres of land, was improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building that had been used by the Applicant. The buildings and site improvements on the property were pre-existing nonconforming as to front setbacks, parking space size, front landscape buffers,and possibly parking space location. The property had four curb cuts,two each on Route 132 and Attucks Lane. The site is currently under construction as allowed by Special Permit No. 2017-060. Procedural & Hearing Summary Special Permit Application No. 2018-011 for a modification of Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design was filed at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and Interested parties In accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenucclo and Raber Architects. Attorney Singer gave a brief description of the L ' TPw(n of Barosmbla Yown of BamstabJa i ;' Z0 a Board'�ttADpeafa 3• ` rr Zonkia Board oPAppeals r Natirs of Public Hearingsugdor the Zoi(tng Urdtnance NPBce at Public Hearings underffie Zon7ng., nand r Feb Nazy_14.2018 Febrpary 14 2018 's Y rfz To an pe suns lnterestetd In or affected by the acBons of the Zanidp To all p€rso.j ltfteresfed`in or affected 6ythe echons of 11meZontnO' Board of Appeals,you are hereby noUOed,pursuant bSectlors'1 of Board of Appeals;yorv;,e hereby tiotified;pdrsu3m 10 Sectlon:Y1:a Chapter 40A pl'the General•L-aws of the Coinmornvealth•af•Massa- Chapter t0A'of the General Laws of the Ctimmogqweal0i of N(asse=: chusetts,and a0 amendments thereto,that a public hearing on the chusetts,:and in amendments thereto,thalrvpy ile=liearing,on tAe` following appeals will be held on Wednesday,February 14,2D1B,at bnowingappeals will be held on Wednesday,:P r`z 1q;;201,S;e -the time Inmrated: •• the time Indicated! `.•`. 7:00 PM 'Appeal No.2018 009;, .. 259 Noph,$treat LLC-v 7:00 PM _-Appeal No;201IM9 259 North Stra9t_LLC 259 North Street,LLC has peffponed for a Use'Varlance,pursuant 259 North Street.LLC has petllbnad fora Use Variance pursuant to Section 240.24.1,3_LL-41)HVB.Hyannis V01aga!Busfiess-Dlsfrfct. to`Sectloo;240-24.1.3.'A.(1)HV8 Hyannis Vfilage Business>Ulstfitt The petitioner is requesting relief b allow for medical off a use Tha.petitioner Is requesting rallof to allow'tor medicek of(iecjdse where,currently,medial once usels'.not`a pumi atte'dAise1n-`the vfliere;'cur(ently,.medical office use.Is'not a permtlted;pse:idthe- HVB.The properly is located at 259•(farlh.StreeL Nyannis;_tL1A.as HVB:The properly Is located at 259 North Street-Hyannis MA',as shown on Assessor's Map 308'as Parcel 073-002-It is located-Inihe shown on Assessor's Map 303 as Parce1073-0g2:It is located,mYlie Hyannis Village Business_(HVB)ZontpgDistdcl.- =;r,,; tljannlsVBlageBuslness.(HVB)ZonlnpDistdct' 7:01 PM Appeal No.2010 013 TowerNaM De�retropment(1 C 7 01 PM I)pPeaf Iio.201W3 Jn%yerNorth pevelopttemikClC= ; TowerNomtti evelopmmtercl LLC has pe0doned for 3g Variance'ppuma TowatNomth)leirebpmem LLC has petitioned foP a Variants or-,, suadt to Section 240-14'E•Bulk Rdgulabons Io the11F3ajring pis- suad.tb Secllat 240 i4 Bulk Regulations`kr the flF Zonin$Drs- frtd maximunr building helght_of30 feet:The Pd011orier•proposes to -lrlct'iriaidmuin:byl)Argg:lieightlaf.30 feetjhe PetOJopp(f..... es•to 'construct and-Mstan a 170 fodtall wkele'ss eommtinkattons-poop consiruetend install a170 foot tall wireless.corq%Q61 ons'monop- bte;'along Mth'suppbiing edbipmehF and ette..improvemerd,--ia ale ilon0.V+7fim supP hn9 equlpmerf and site"Imprbvements, to Urve up to six'personal wireless exarrlers,'Indudlpg T-Mo611e, sane up.)O six personal'. rreless service carflers,I#cludmg 7: owle,' Sprint and AT&T who,were brine Raied bn a-waieriower.afthe• Sprfnt and,AT{ tiwlmq Cron formerly located on a water towee-at the. property that has recently'been demolished,-Jhe properyis;a`pproxF property thatI*s re W;been domoRshed.,The prppert7f'Is�ppront irately 158 abies and is lbdated-at 41f4.Maln Street,•Coh(ft,'MA,as matefy.1158;aclasmi located at'414.MWn Street.Cotuft,'NIA;•'as: ;shown on As'sessors.Map 038 Piftl 004. It Is.located In the Rest shot-on;Assess`ars Map 038 Parce1004 It1s located In the.Resl 'dance F(RF)Zcningr0lstncl �: depce F�f Zaning Olslrtct I fi.. Lit• '+s•v9. ii € xr..�/'TLy4t M'I i ", r 1. :fi02 PM (Appeal No.2018-010 r r Ilia Cape Cod 1ve Cerits 7 02 PM'�Appea11 Flo g0ie•010 ` Tde Cape Cod Ftm Cerds, Savings Bank'' •') t' Savings Bent y z a paj( ' jac ! n ,The'Cape Cod Rve Cents Savings Bank rs seekfnp' a Special'pet= The Cape Cod flweCe.Q Savings Bank(s seaWm�g a spaclalfar mlt:pursuard to Chapter 240 93[Ndnointofm(ng buildings or ruc mr pup;uetrYbo Chapter 24 93 Nonconforming buildlhbi orslruc•� idres'not used as stogie or ltv�lain11'r(Vral➢ngs and If nedessary,: lures'qof gsed as singe or tx16-family d WdIKngs,_ ff npce sary Pursuant to Section 240 25(C)I HB MsMct,'7he,APplicartt.Js,'pro pdrsu8nt!to$action 240 25'tC)'HB District Th'e Appndntt(s pint. pbOng•b alter the ea*dy krt line ip Bider to ebmiey a Porttdnof Ne' poslnp'to alter the' tco)d ne hibrder to convey P pi.i 00 of the, fand•to the properly located to the east(1520 lyannaugh J(dp JJiIs land to hq'property located to tha;east(1520 yanpeBgh Ad) This wIti result in a plydnga to the parklpg and drhreway configuragoq on wf0 result Imre change to the parldbg end diNelYdY EonflgUretlon bn tpa preexistlpp'noncardohning site TrAlso ... is aWeNteblar ln• the pioeErHpng honcoiifdrming;slte•:IAlsd praposed Is`a Oe*&-f'in- tarcormection:between the tvlo,properbes ,The props*. located• Eprcohnectlob Detweer�the two properties 'The properly Is located: 'at 1582 lyannough'Road(Route 132)flyannls MA as thoWn on As., at1582.-Ift figh!Ftoad(Route 132)Hyannis MA es sht!1mt Qn As sessbrs Map 254,ParcO V14 4t isi it d Jn the Highway Buslpese aesddes Map col rcei 014 It Is located.ln the Highway Busigess +(F B)Zoning Dlsbird. )?9!t 0 D ` � y f PM:.Appee4 No:2018 Ott r e`Cod Cents ll`n j09sy,A Rea N 2018 0t1 ` AL.�Capg Cad 19ve Cards ai? r 1� Fh!4 PM P Savings Banid _ �i 1. c f SavlPes Bank"A'��t.!. _ .Ltr+L u a ` t JlteCape Cbd lava Can Savings Bank,:bs'seeking.a madl6iuon to The Papa ekiva Cents.Sa sL,ank rs seaWAg+a m0Qinaatlbds .o(,S��}eclat Permit No..201N6D or a new Spetdai Perrolt to aker the of Spector enNljdo,�101j O60:ora newSpactal'-Pepnit o;after J previously approved banklparlang sfriicfure tedevelbpmAnt design pf.6 a 9y appr.Ved bank1parldng,strudla a redevelap_ I desI h;_4 pursuant to tNrapter240.93 N4ncailarmktp buildings or.struatures utsuaotto Chapter34099 Nopdnforrginp fiuildings arsWims; ilot�sed as'singlp:ar..two'darelly AweOtngs end if neeessaryL?pug• o0sedas3ingi&or•iwo-famiy•8wfi111hgs flsrecessery.,'r pur.. sua�tto Sectiah240 25:(C))(8 OrstiieL rTheAppOiarmt isproposinB, tsuarit to ectbn 24¢25(C)':HB OISMp47he plk�rrt Is P--,IOg• , b e Iminate:the drhle thiough_CvlrZdoxr;and ATM;-reconfigure.and to eliminate the-drhre through window.and ATM,reconfiDure_and lb*dt•;the:dp'peaiance:bf the y-tidnrsWapira3add-p`addng.-IM'I le Ibwer 0me eppearanca'of the parking structure,.add parking:En the area'oftha tdrrner.drtvAatp ssvBMpp-y�V1-,,anfi.}ATM end amljusf.the)apir area-of tAelormerpdve-up window and ATM,'apd,aaust theta,d-. �seap(ng aramdtha(ecordipure0 p-Iukbig:strulre'epd bulldgig.'-AI: scepfbg erobdd_fime feodnflgured parking Wictureandbuilding...At- sd Proposed 4s i Vehfcu)af;W'i-trwMiW,bp'belweeh;th�hvo proppdr, so:prcpused,ig.a pehiculai,igterwnnectlofi,�etween the tv 68 brat• He s. TAe"properly;ls looted at 520)yatulough;Raad:(Romite;1.02) but '_The property Is located at 1520 yarnough Road(Rodte 32j 41yannis,MA3s shown on•`:Asea ors"Map 253;Parcel 02a7Q0;AAaP: Hyannis'MA as sholy0 on.Assessors.Map.263:Pareef'020 TOO,MOO: 253 Parcel 020-H00,'Map;7,53'Parce1:020-800,Map.254 Parcel 012. 253,Parce1020 H00,Map 263 Parcel.020-800,Map 254 ParceJ:012-* HIS located in the Hlghwayipui ei(Hg)Ziiing;DisMcL='' _ ;- it r§30cafedarKthe Highway Business(HO)Zoning District. '.i:^!•oci it 7:04 PM iAppeal No:20i824M A1•u.fY Eco Site 1 {Z04 PM xApPeal:No:2018-012 Eco Sne has petitioned for'-'a,Vatiarmba�pursuantta AtErde XSectlon, Eco Site has p@tlfloned for a Variance.Pursuant to ANrJe)C i@dn 240107 and'Arucle.11l Section 2401,4.E.Bulk Repulador!3 the J(F 240107 and 111gde'Ill Sectlop W 14 E.,13uni Regula0anq 1n the'ItF . iZoning District,'maxlmum'E"dd.bfielg�i•f 30 feet•M'thd dltema- ZonthollstrIcUrnaxlmum building.•height of 30 faeL In.O�e ettema- .Jive,the pe0tlaner is seeking•a'11se;Vartaece.;The penponer,prqpos five,the petitioper Is seeking a Use Variance.'The pe oher Ad to constrict a 145•fbot-tall Wilesilbornr(iunlcatlons'mogopo'e es to'constructa10 foot hall wireless cemmdniratid'ris'monnpale, .along v fth supporfing equipment and;site_l*rovemenia,'Tpe.piop; along wgh_suppoi0ng,gg4lpmert'and site imrtpiovemmcents;i The.prop arty,•Is approximatety.17.74,acres and Is located at 830 Vlrakeby °arty is appro>dhwteiy 4T.74'acres and rs-located'if'830 Wekeby Road,Marrafons Mills,MA,.as shown dn•Assessors'Map 013 Pahil (toad,Marsfons.Mills,MA,•as shown.on Assessors,Map.013-Partial OQ3.1 It is located Inthe Residence F(RF)Zoning District.. o03:It.lstobated In the Residence F(RF)Zoning DIsMct ^' These pl6dc heartngs vdU be held acl)je iBamsfa'le'Town Hail 3B7 'These public hearings wilihefteld at the Bemstable Tom4n.Hel1,367 Main Street, s futA.Hearing;Roorrr locafed•oorthe 2hd HobF. Maln,Speet HYanlds,Kk Hearing Roots.located on,the 2nd ftjr, Wednesday bruary 11,,201&1?(ahs and appilcations,rnay be is Wednesday,Februai�'14,201g. Phamis and applications may be re- vlewed at thaZoelag Board of'Appeais`Ofhce;Plannlnd and Dev�lbp: viewed at the Zoning Board of Appealf Office,Planning and) meet Deparfnropt Town'Q1fxafr 200'Maln Streit dyann jfMA i i( F1; nerd Dapartrnent+Tmwn Offices;200'Maln Street Hyannis,MA stable Patriot Alex Rodo(a�iCs Chair , 8anistahle Patriot Alex Rodolaids,Chair 126.?Ma i Zonlnp-Qoard.ofAooeait 1/26 2R/18`s. Zoning Board o1Anneals i Town of Barnstable Geographic Informabon System January 29,2018 -�A -46 Ci ii 264018 F AF. 276005 tP ....... ....... R. 14,1 R 25400113ou 254012 253017)04 253017XI 0 2530'17XDS 1615 *I--. TOO. XI 263017XI 2 HOO 2741301 2640DITOO >:W1U3I 1620 #1701 Y: ............. 2--Z 17XD4 . .-- . t:.: 0 WWU V 253014X()3 014XOCL- 91481 et ':---------- DISCLAIMERS:'Thts map is for planning purposes only.it is not adequate for legal Map:254 Parcel:014 Zoning Board of Appeals(ZBA) Selected Parcel boundary datermho6onorregUatotyinterpretsiUon. Enlargements beyond a scale of 1 Abutter List Type-Parties of interest are those directly opposite subject lot on --100'may not meet established map accumcy standards.The parcel on this Mp are only graphic representation OfAssessoes tax parcels.They am not true,properly any public or private street or way and abutters to abutters. Notificatlon of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot such as building locallons. Buffer 1/29/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcer(s): '254014' Parties of Interest are those directly apposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 21 close Map&parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateXip 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 2SS471107 LLC ROAD/RTE132 02601 2SM16 SILVIA,FLOYD J TR SIXTY NORTH STREET p 0 BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 2S3017X01 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X02 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 BARNSTABLE TOWN HYANNIS,MA 367 MAIN STREET 02601 14905/122 253017X03 OF(LB) 253017X04 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/12.2 OF(LB) 02601 253017XOS BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X06 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X07 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X09 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017XII BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253017X13 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 LLC 02655 253019B00 SILVIA,FLOYD 3 TR SIXTY NORTH STREET p 0 BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 253019T00 SILVIA,FLOYD I TR SIXTY NORTH STREET p O BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 253020B00 CAPE COD 5 CENTS 39 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 254015 MACGREGOR,J BRUCE ISLAND SUN NOMINEE DRAWER W HYANNIS,MA 18148/162 TR TRUST 02601 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254030 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 14905/122 OF(LB) 02601 This fist by itself does NOT constitute a certified list of abutters and Is provided only as an aid to the determination of abutters.If a certifed Ast of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this Pat is from the Town of Barnstable Assessors database as of 1/29/2018. httpl/maps.townfbamstable.us/arcimrdappgaoapp/AbutterReport.aspx?type=ZBA 1/1 I Town of Barnstable Assessing Division 367 Main Street,Hyannis MA 02601 i9NW.townok"rnstableatE Office: 508-862-4022 Edword F O'Neil,MAA ,FAX: 508-8624772 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :254-014 1582 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. 9 P Board of Assessors Town of Bamstable I ' Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2018-010 Cape Cod Five Cents Savings Bank 17, within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. l - �., zclld Daui�{ifseh-Vice Date Signed ALA /►'>', ��rx�ef<,�1 (►7 I,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.20.18-010 Cape Cod Five Cents Savings Bank Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-010, a request to alter the easterly lot line in order to convey a portion of the land to the property located to the east (1520 lyannough Rd) which will result in a change to the parking and driveway configuration and include a vehicular interconnection between the two properties: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit.The proposed use is allowed under Section 240-25 with a Conditional Use Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found this proposed altering of the lot line to have no negative impact to the overall project and would improve the visual impact of the parking garage. I 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7, 2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: I AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-010 is granted to The Cape Cod Five Savings Bank to alter the easterly lot line and reconfigure the parking and driveway. The property is located at 1582 lyannough Road, Hyannis, MA. 2. The improvements shall be in substantial conformance with the site plan entitled "1582 lyannough Road Hyannis MA 02601" by Baxter Nye Engineering and Surveying dated January 19, 2018. 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new configuration. . 4. All landscaping and landscape screening shall be maintained on the site. 5. Site Plan Review conditions of approval are hereby incorporated into this Decision. 6. The decision shall be recorded-at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Ordered Special Permit No. 2018-010 to alter the easterly lot line in order to convey a portion of the land to the property located to the east(1520 lyannough Rd)which will result in a change to the parking and driveway configuration on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties at 1582 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it,to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section Page 2 of 3 2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2018-010-The Cape Cod Five Cents Savings Bank Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings, and if necessary, Section 240-25 (C)-Conditional Uses in the Highway Business District To alter lot line and parking/driveway configuration Summary: Granted with Conditions _ Applicant: The Cape Cod Five Cents Savings Bank 19 West Road, Orleans, MA Property Address:' 1582 lyannough Road, Hyannis Assessor's Map/Parcel: 254/014 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: February 14,2018 Recording Information: Deed Book 30900 Page 137, Lot 4 on 268/53 Background The Cape Cod Five Cents Savings Bank sought a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District. The Applicant proposes to alter the easterly lot line in order to convey a portion of the land to the property located to the east (1520 lyannough Rd). This will result in a change to the parking and driveway configuration'on the preexisting nonconforming site. Also proposed is a vehicular interconnection between the two properties. The property is located at 1582 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 254, Parcel 014. It is located in the Highway Business(HB)Zoning District. The property, which is located in the Highway Business (HB) Zoning District and totals 77,298 square feet of upland and improved with an existing bank building of 11,698 square feet of floor area. The triangular lot is located at the intersection of Attucks Lane and Route 132 in Hyannis. Procedural & Hearing Summary Special Permit Application No. 2018-010 for a Special Permit pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to'Section 240-25 (C) HB District to alter the lot line and parking/driveway configuration was filed at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer gave a brief description of the intention of this application and stated the lot will be getting smaller but will still be a conforming lot. The reason for the lot line alteration is due to the redesign of the parking garage with the modification of the Special Permit on 1520 lyannough Rd. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive,environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. y _ Tgivti of ltarasgble.._` $`-``"..'" ''�`;: - :::-.: - � •:, • 7ovm of Bain Zonrpg Board pptAppeats .' i Zoning Board bf Appeals Notice of Publ§Headngs urtaer the Zodjnp Ordinance Noticeof PubOc.figaringsundierthe Zoning l_o_l e February 14,201 g �,_ febfua7 14,2018 .tixT t? A To all peaons Interesteid ib or acted by the actions of the Zoning Val p8rsogls Intarsted In or affected by'tlle a Al Zoning' Board of Appeals,you are hereby notified,pursuant to Section,'1 of Board of Appeals you are hereby nofdied,pOrsuant td Seal-on tt af, Chapter 40A of'the General•L•aws'of the Commonwealth of Massa Clwpter Ja of is 6eperal Laws of the Commonweal&;bf.•Ma§A- chusetts,and all emendmenta thereto,that a public headhg on the 'chUsetts„erid'etl amendments.thereto,that's'pbpU!!heartiip on(he; following appeals will be held on Wednesday,February:l4,2018,at •following appeals will be held on Wednesday,:February 14,2018 at, -the time Indicated: ;;.r.y; the time Indicated:' 7:00.PM Appeal No.2018,009. 259-North Street,LLC,. 7:00 PM 7-Appeal No?2019-009 259 North Str2K;.411 259 North Street,LLC had pofimed for a Use Vadance;pursuant .259 North Sheet.LLC has petitioned fora Use Varblrce;pursuank to Section 24024.1.3L1r{Q f(VB:HyanNs Vllbge:Busmess DlstrjcL to.Sectforr•240 24:13.'A (1)HVB Hyannis NUage Bushes r0lstilot The petitioner is requesting relief ro allow for medical'office'use_ �T¢e,:pefitloner,Is requesting relief to allow tar,grledlcil;o 6fi 11ss where,currently,medical office'46"Is not'a psimiltee-use:ldthe where;currsnpy;_medical office use is'not'i pednitted.pse.iri the. HVB.The properly is located;at:259:-North Stteet,..Hyannis;,MA.as .HVB:The raperly is'Ideated al 259 Ndrth SheeYl19locateiMA;as 'shown on Assessor's Map 908 id-Parcel 078-0D2. It is located Inthd shdwn on Assessor's Map 308 as Parce1073 002 It is torated.{nYhe Hyannis Village Business(HVB)_Zoning DlibicL- ,,+;_'.�:'•:cr, `*; Hyannis Village Busldess.(HVB)Zoning DlMcL•. 7U1 PM Ag ealNo,2018-013`ToareiNorthDi%etopmenl(ic 7Oi PM;"fipprsfNa 2018-019 TotyerNokhJlaJdopmantL4C=, TowerMortlI Iopment Li,C 9arpeptioned.for a Vadance,pur- Toweift Oevdopment LLC hes'petitloned for'a Varience.'pur- suadt to Section 24D•t4•E•Bulk•Regubtlans lo'tltd iFoNng0li- suen.A6!Sectton-240-t'4�:Bulk:R4guls1lops%.hJba4I Zonmp.;'VS=. trial'maximurrr building height of.30 feet..The petitioner,"ptoposas to w maidmurn belWrno:hrti[Ohl of.30 feet The petition-9"{ Qpses'to eon Gct and-Inslafi a 170 footta11 vdreless communications monop con stryit: Install a:74foottail wireless commugicatons mcnop- bTe,''along with suppoltlng 00-roomerff--E d site Jmprovemants;"to ale along vilth suppartlng egtiipniem end she"lmpravemerils to 'serve'up to sfx yy'ersonal•wlreless sprgce carriers including T Mohfie, serve up to sb(ppersona)SiI e14Ss service carriers,lncludkip T Monge. Sprbit and AV who were forrhedy fobated bn a-watcVlowvf at'the ;Sprfgtand.ATrT;whgWere forrrierty located an a,vgteriowef at fhe property,that has recently'bean depto:ished,:•The'properly is;apprpxl Properly thatlros recri2Uy--bean;deinolished The•properly is itppD��io>S[= mately 150 acres and fs leceted,al 414.Mein Street,Cotilk,•MA,es maTely t38 acme and:tstcaled at'414 Maln Stree4 4afu(t.MA'as :shown on As'sessors:Map:=Mist 004':1l Is located'in'.IheAd* showdbRAssessors`.M"(a Parcel 004 I0s;lowtsd In the HesF' tlanbe F(RF)ZoninpPlstrkt+'r d depce FjFlF)Zong Dbtdct a ` . .�.ivl � 1':F}_•,\GrJ f.',v - jj ,F,� � l P•5}YFs{�5 �ti2 PM Appeal No.201tt�01ti Tpe cape Cod rive.Cards fi�PNI �ppeaj 4o 20i&O10 The Cape God f(ve cents; ¢.�� �w, i... �..i r .- Thd'Cape Cod Rve Cems Sad109a..Bank fs seeking?a,Special;Pet: "The CaP-`Cod t3vi-C- ote•Savinas Bank.'lsseaMng:,a'Speclal pe% mlt,pursuard to Chapter 240A3rNdneonfonninp;bul(dings erghtro-• mft'putsuagt.to Chapter240-03 Nonconfotming tiuUdibbs orystiuc, lutes not used as single or two-famity dwellings and tl necessary,; lures iiot: 4d as gle;oitWd famiy drvaUings;and�t necessary„' pursuant to S.-U. 240 25(C)) tB OlsfirQG Jha Applicant fs pro-, pursuanhto Section 40 23(0) fifi Dlsfricl TheApf.gcadl fs prop. pposing•to attar the eastery lot i(ne M ruder to Comey a portionot the postng'to a0et the easter(r lot I(nA fn brderto convey a po�lonrof llie. brW to fhe properly located io(he east.(1520 tyannough ttd).cThis Pand%t Ute propafty Iodated to me ent(15201yenpodph Rd). It* will result In a change to tits paddpg.apd.driveway cordfguragog on wIA reso in a eliange.a the parking.end dfiJpviajr popflgllrptioIt— 1 tjre preeidstljig'nonconfo np sit�bAlso proposed'Is avehlcular in• thep►feeeidstlng noDbon(drming slte;Alsolproppofed is'a ellfaila�OF tsrsonnectlart between•the tiyo properties The prQpe¢y ts located. tprcohnectlan 4ialweart the two properties The property ts Jdcated; a11582 lyannouph Road(Rodle 132)Hyannis MA as shown ph. eL�5B2,fianr�ougl(`IioaB(Rai[e 132)Hyannis MA as shoiya a.n.—A. hessi rs Map 254 Parcel.14,%h3s located,pt thp_(llghwey Buslpesa sessors•Map 254 J'aroeJ Ot4 It is lorats8 In thaNJgmyay Business g{B Zoning DIstdct . - _ HB Zan! 3qt�• ^K••t,sb �.� '�, . i I' 1 "'•R�'tl$cx_-^�y,F '�`'n '`'"-r[P'Sci"s ` `F`..r `• ry 03 PM. Appea4 No 2018-01I ,•iThe Cape Cod-Fire.Cents l't77 03 gbt-'AAppeai No 2018 011 The Capa Co' RvS}Cer s e 1_, y $avfgps B81dG' - } t I°4 3i� G r�Sat4ngs Bank, � �• tt 4Thr2re.dcd Flve.Cents Savki Bank IsseeMngi,a modfilcatbn i Tpe(a; Cod FlveOents Savliiga Barlx is seelgti8' tW1111 affop! ;o(S eeiei PermftNo 2017 080 of anew Spatial PermB to spiel the ot5 Perm¢po 201T-080 ora neW_Spec :Perml jg altgrihb T P gusty approved banklPIWO strbcture iedevelopment:?es`ibn' pfev�ou4ljr approved banWparking,.sfruetora i .Dursirent-to Chapter 240-93 Nonconforming bugdings,or:strydares pursuantlo ChaptsN72j093 Nonconfom(Ing bUIIJInOs+pF�s6dctures; rQf',d sod•as girigle Dr two famly t(wdUlggs grid fFnecessary ,purr- hot 05ed as skigffi or;lWo emUy_ev�eUings and f ytroesyaty$,pug. •suantto B4Cbon 240.25(C)tf8 DCe &-Jhe Applicant is,propoSlnp, lsuent{o Secf(Qn2g0-25(C}HB DfsMbt•fhe ppplicaut Is proposing to ellmtnats•the drive through�yktdow.and ATM,=recon pure and to elhrllnats the drive through window and ATM reconfigure end =lower_the appearsnce;_cf BIe pad$rg--f fdN}etadd'parl 0]in-th'e 1'owe[the.appearance of Ute parking structure,:add parking:In the area otthe fonnerdrhre up.i±dti�6�i<shd pTM;,and ed)usf.the:laOE, area;offhJJdmiei-Urlve-up window.and ATM,'apd.adjust fhe;lapd- '�*c ng arouhdthe teconOpdred par7dng aWctureepd building.."Ai scapinp.around the iscdn8gured paddng Ith ichrre and 6uUdinp.AI- sb propposeG;)s a vahfEular;jgieroonnect o�;batweeh;the two proper-; so prdpdsed;(3 a yehkular,interconnebgon between the twd�ppm_pper-. lids Throroperty Is located et 1520)yannough Road(Route•(32) bes. The property Is located at 15201yannobgh Road(Rotits 13a 4fyannis,MA-lbs shown hp-Ass-snare Map 253Parcel'020-T00;_Map: Hyannts MAas•sho�wi..-Assessors.Map 253.Parcel 020-TW.'MaD. ;253 Paree1020-H00,Map,ST ParceL020:B00,Map'254 parcel 012. 253,Parcel 020-f100,Map 253 Parcel A20-BOO,Map 254 Parc4 012.t It ialocatsd bi the HighwayBus1ir JKB)Zonng blWct° •=•.- it fsloatedTd the ttighway Business(AB)Zoning District.? "a 7t04PM .,,Appeal No`20 8 fLd '''..:',`ft`Y_�E'-611e°';`' '!}` v-#04PM.'Appea4Nd:iffl"12'':_` `Ei Sl1e'"rain i•.Eco•Site tins petitioned tors VBitantapursuamdo ArgcieX sectbn; •-C•cq-SRe hes p4Utloned fora Variance.ppursuant tq..A cliA_.Seegon 240:107 and.i", cle.III Section'NW,4.f Qglk Regulailks iq,the RF 140•'I07 and.AMe III Sectlop 24 14 E'Butk'Regulatlons-JgSlie flF 2oninp Olshlc4 mmidmuin bal)A�ij helgfit;ot 3D"feeG'lir ihe'ake'ma+ Zoning DIstrtct,'maximum huUdingh4lghl 0(30 feet Irl-1�e alterna f�ivve¢,the petitioner is seekng_g�Is6;Vidance. The petjBcgpr propos• live,the 09fifter is seeking a Use Vadance:The pe�t(clre(.piopos- es'to construct a 145•foottd0 Wfreless'v"omr4l nicatloris mogopo'a; as to:constr6cfa•145 foot,tall witelew commdfticatlonsimoPON, alo0g.v(ilh sup ortlog equtpmentAnQ;sUaimprovements;'The pro along lvllh sup,n ng,egwpmant and site Imprevegtents:�:The prop• art approV,matety.17.74 acres Is located at 830 INalca 'arty-is approximately`I7:74 acres and fs"bcateG a<'830 YVakeby `Road,Martioni Mills,MA,as'sho.W�nii do Assessbm'Map 013 Parcel Road,MM�arstons:MlUs;•MA,-as shown on Assessors.Map 013,Waryei 003,E It Is located Id the Residence.P(.RF)Zoning District. . % 00S.-It ls'tocated In the Rssldence F(RF)Zoning'Dlshict •'• _ tisK:?�,j:-ci{�.._i:tiS•��'trt>..;i•.y,yrl' :..::+.`;...x_-... . '':.,• -.-�. These pubic hearfngs wUhbe.he d at.-he Barnstable Town�all,387. `These Dubllc headngs'wl8 he'hekl at the Benistable Tovin:Nail,.367 Met�Streef,Hyanids,MA,HssilriiblHoam lecated•en`the;•2611 Floor,' Ma1ri,Streeti.ityaimfs,MA,Hearing Room located on the 2nd Floor, Wednesday,February If,,2D18,::Rtans_and appgeations_ma be'r- Wedresday,F•ebmaiy94,2018. PbnS and applleagohs may be're• ylewed a!tbe:Zoninp Board of Appea�ise;.51fice,fbnning'and'Dev lop viewed atihe Zoning Board of Appeals OPoce,Planning and Develop- manf Deooiint;Tawe011160,200 8� Street, �MA,1 j 3• ment Deparbgsr%t Town Offices;200 Maln Sheet,Nyannis,MA I rristahle Patriot Alex Radojal$s Chafes .b Barristahle Pabfot Alex RodobNs,Chair /28.2R/I8- _ nlnn.Board of Aooeats. 1/28 2� 8 Zoning Board of Acosals • r ,ram• _ - Town of Barnstable Geographic Information System January23,2018 - - Sig ''S='•.F. :7r v in275002 I >i` - :ems' ••f^•'':::�;,- 2_:j� "'-•s%%-- 2ia r•rl ` - 3#14 1 -:ram:=_'c:�i=.•!�'' #114 A Z64018c: _jam.,-�•: _ _ -'tA: _ r=• %26M1018 / /;, it f''.+' _ '�?:''�'• ...- , F. : •..:��:•.+•::•:ram:•-.%;: �:» hft254014 'ti;::� '• � J / � ,�' :.�•.s-r.'::•:.:,.::.r! I 253019800 - //% / !r.// / / �i. fr! y 274MS 00 / /, / r :p210'r•;�:• 274003001 253019T00 % J .��� :�..ir%t:•_ � ;,:: #1575 Aar 274003002 0250 253018 274003003 *1665 ,_.<.`rt' _`•'' ^r._i=.;i:'::s 7r:}:=,r•.. 27401axim 2530r011b `` �ye2740� i'^t ?: '3: •. 253018001 _ #1513 f253014X03 253014X04 #1481 #1481 27401SX03 27402D 14 0 17 Feet �a 71 253o14X01 00 01471 DISCLAIMERS:m3k map Is for plannIng purposes only.It is not adequate for legal Map:264 Parcel:014 Zoning Board of Appeals(ZBA) boundary determination orregLM Mry intetpret000rL Enlargements beyond a scale of Selected Parcel 1'=100•may not meet estaboshed map accuracy standards.The parcel ones on this map Abutter Type-Parties of interest are those�n:dly opposite subject lot on are arty 9rapt9erepresenWans of Assessors tax parcels.They are not true property arty public or private street or way and abutters to abutters. Notification of allbou Abutters E � E such ddaa b s�do not acasafe reiellon�hips to phOoal teatures on the map properties within 300 feet ring of the subject lot. "'" 9 Buffer ' i 1/23/2018 AbutterReport Zoning Board of Appeals (2B,A) Abutter List for Map & Parcel(s): '254012' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 Close Map&Parcel Owierl owner2 Addressl Address 2 Melling Country Deed Cttystate87lp 2S3020B00 CAPE COO 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 2S3020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020TOD CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N IST STREET PALAT KA,FL 28549/58 32177 274002 GRIFFIN,DANIEL M DR OMG REALTY TRUST 10 WIANNO AVE OSTERVILLE,MA 27655/316 TR SUITE 2 02655 274003 MUSHINSKY,ALBERT 3 40 WOODMERE RD FRAMINGHAM,MA 3149/118 01701 274025 ]ONES,DAVID A TR DAVID A 30NES TRUST 13 SHALLOW POND CENT RW�,MA 21241/27 DR 275001 BARNSTABLE LAND P 0 BOX 224 COTUTT,MA 02635 1IS41/34 TRUSTINC 275005 BARNSTABLE LAND P 0 BOX 224 COTUIT,MA 02635 11606/86 TRUST INC This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified psi of abutters is required,contact the Assessing Division to have this Hsi certified.The owner and address data on tMs list Is from the Town of Barnstable Assessors database as of 1/23/2018. htlpllmaps.townofbamstable.us/ardms/appgeoapp/AbutterReport.aspx?type=ZBA 1/1 O IKE Town of Barnstable q t Assessing Division �prs16 <A�� 367 Main Street,Hyannis MA 02601 www.to«mofba rnsta ble.us Orrice: 508-862-4022 Edward F O'Neil,MAA FAX: 508-862-4722 Director or Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :254-012 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable r Town of Barnstable Geographic Information System January 23,2018 264015 254018 10 27fi006 ,VTUCXS LN 254018 - 254014' 2530t 253017X03 253017X01II- �/ #16�*y53019600 // r %/ ? y; ::'c; 274003 Is 0210 253017X02 01586 2530t7X08 274026 263017Xo491591 :?!: ;`"r .y ' /� r j f%:• r`' .• %'' 263016 fry -��-r' r > � 274002 #1555 f :y� '!r 91436 +c-283016 ..• ;:r; 253 253019T00 81481_ x.•':' 274016=3 ?. 00 r.: '�-,253018001:•:... IM '•;r't 274016X01 > 1274020 Giy ;- ;263014XD2:'. ® #1449 274029 �3? r`y 253013001CND' #a17 V4038 . n 274021CND 'F141t 2741=04 i 0 112 Feet 91431 263013002 #3 DISCWMERS:ThtsmapIsforplanningpurposesonly.ttlsnotadaquateforlogo Map:263 Parcel:020TOD Zoning Board of Appeals(ZBA) Selected Parcel � N boundary ey rot meet established tery pt ccuna ten standards. Enlargements beyrcel In s scale of Abutter List Type-Parties of interest are those directly opposite subject lot on are Oo'may not meat established map accuracy standards.The parcel Ones on inns rtmp are only graph[c n:prasematlore ofAssesaota tart parcels.They are not We progeny any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. Buffer such as building locagans. 1/23/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020T00' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 11 J Close Map to Parcel Owners Owner2 Addrossi Address 2 Malling Country Deed Citystatezip 25301001 SHALLOW POND C/O KEIi.ER COMPANY 1436 IYANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/50 25301004 CENTERVILL.E LLC TR HYANNIS MAIN STREET 1645 NEWiOWN RD COTUIT,MA 02635 20399/50 TRUST 253015 LAKESIDE CENTER 1436 WANNOUGH HYANNIS,MA 25547/107 LLC ROAD/RTE132 02601 CAPE COD CENTER OSTERVILLE,MA 22672/302 253018001 LLC 1284A MAIN STREET 02655 CAPE COD 5 CENTS ORLEANS,MA 253020800 SAVINGS BANK 19WESTROAD 02653 27968/116 2530201-100 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 25302UT00 CAPE COD 5 CENTS L9 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 026S3 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA'FL 28549/58 32177 This list by itself does NOT constitute a certified Ust of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contaot the Assessing Division to have this list certified The owner and address data on[his list Is from the Town of Barnstable Assessor's database as of i/23/2018. / 3 http://maps.townoibarnstable.us/arolms/appgeoapp/AbufterReport.aspx?type=ZBA 1/1 Town of Barnstable t "RNKrABM t[ Assessing Division bL189. �Ajt6jq ��� 367 Main Street,Hyannis MA 02601 www.townotbarnsta blems Office: 508-862-4022 Edward F O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent abutters List For Parcels) :253-020-T00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable I Town of Bamstabie Geographic Information System January 23,201 B 254015 #10 2%016 275005 #0 ATTUCJCS LIY 254018 254014 _ #0 .�"��_`v:. ;'=r31f41620 r.,C:i` r•'rtr:.i: 276002 �.f. r:r:. :✓:. tic=' 253017X01 '�! '.�,•...:: :::=��:�i�:i��r. #169s . YrF iiFt• 274003001 253019B00 274003 gf1575 kf:% _ 'i{j; ';;t': 0210 253017X02 . :•r f' rr I .. . 1470•. 274003002 I 0250 .:gam- ~ r. �� � f'•- i:�:'=�"� 274025 263017X1F4 {:~ j : ��/♦ W 0241 274002 91555 :;f r 01436 253 253016 ': ' yrq #16n 576 #1645 %=` ':: Y' 259G18001c ::'-?`: 274016X03 00 .......` .:c4:ir-4.';s•:`�• "�'�.263014X01ij �i Yi.'lr:ri.�:::••? 4G• 01471 >> 263014X02:. +`r`' Cl :�•;.�`1443::;; tc. a1471t:•-t't'•" •�} tT '`"'' '•::': •. T� 274016X01 Y 253013001CNC) W 0817 r 274038 #1411 I 274021CND 27401SX04 0 112 Feet zstcl3ocz 41431 #0 1 �� #3 DISCLAIMERS:This map lsforpWmlng purposes only.itto not adequate for legal Map:263 Parcel:020H00 Zoning Board of Appeals(ZBA) I boundary determination or regulatory Interpretation. Entarpemenls beyond a scale of Selected Parcel ED P Abutter List=1 W may not meet established map acaumcy standards.The parcel Ones on 0*map Type-Parties of interest ale those directly opposite subject lot on ,,,• ,. are only graphlcreprasentatfons ofAssessor's tax peroers.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters '•'z4?i � boundaries and do not twasent amurats relationships to physical features on the map properties within 300 feet ring of the subject lot. such as b�dho locatlons Buffer �! I I t/23/2018 AbulterReport Zoning Board of Appeals (ZBA) Abutter List for Map � Parcel(s): '2530201-100' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 10 a -41 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed Citystatezip 2S301001 SHALLOW POND C/O KELLER COMPANY 1436 IYANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 25301003 CENTERVILLE LLC TR TRUST MAIN STREET 164S NEWTOWN RD COTUrr,MA 02635 20399/SO 253014X04 CENTERVILLE LLCTR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUfG MA 02635 20399/50 TRUST 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 LLC 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 28549/58 32177 GLOBAL COMPANIES C/o ALLIANCE ENERGY ATTN:TAX 15 NORTHEAST BRANFORD,CT 274020 LLC LLC DEPARTMENT R IN 06405 24811/64 This list by Itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address date on this list Is from the Town of Barnstable Assessor's database as of 1/2312018. htip:l/maps.lownofbamstable.ustarcims/appgeoapp/AbulterReport.aspx?type=ZBA 1H Town of Barnstable E . Assessing Division 367 Main Street,Hyannis MA 02601 ivww.towno fba rnsta b le.us Office: 508-867,4022 Edward F O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE-January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-H00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Barnstable Geographic information System January 23,2018 Osr ;':; .ri i:l±:j,=:.i2:• t:i7n•• =:ti•'+ 1431 •J" t^ 275 - - 85401s *.ram l,•:: #1 4 :w :tom =�t :i :lf tam 275006 :I1651 / / �•. :a r ti i:; :275001 :;•:i 253017X13 'ii%;:r.. •:::-�:.::::.:::_ti,.:-. #1615 253017X03 /! r ! /';::`';•;: lC;?.;;; ::: ;.r: :::' '`'•':i:'•'i #1636 253017X 1!' /�jirr• !� 9� 6vi: _ 4� - _ %�. ==:•- #loot # 9 / "- li ;� =:•`-''':: '`` 274°03001 l YE•: 017XD1 : 253017X10 #1585 ��;i' �. � J r � ! !•��M���•�t..'::•: C�S�'���:r? #23D 2S3Viols 017XOS f/ 263017X14 WIWI ! =•- -• #210 loss 253017X12 #1631 2630I Ds41595 �J fa ..ilk• ).• ::4:�:_' ,�/ /j! /�� •! � •:-:ti '_ 254001700 *241 253017X04 jiY: '253016: :rj:e:, `.`.:XS•;•• :.• #1436 263DUX04 r' 014XD3 eefc�:: _ "•�•253015 - #1481.:-'' #1481 :fir :r.; :253018001-. 274016X03 `::'i2: - - �:S" fii '� •� nil;':•::"•=F:.'er � %j;•" ;=:' !i;^E;.;'«.: c'•`''' :;' 253D14X°1 :rr, - �':�'•�' :ii<:�•: '`-'✓'.::i;'2530'14JCO2: �i 1471 #1471 274020 �F ":,?530191U0:: j~.'•:n,:`'r 253013001CND �4Q� 253007 .:is :� #157sj.�; #817 #1441 274M 0#0 1 0 Feet ^ 253#3002 274021CND #1411 274016XD4 #1431 OD DISCLAIMERS:This map Is for planning purposes only.It is notedequete for legal Map:253 Parcel-.0201300 Zoning Board of Appeals(ZBA) boundary determination or regulatory Interpretation rg Enlaements beyond ascale of Abutter List Type-Parties of il>terest are those direct) opposite subject lot on Selected Parcel 1'=1W may rot meet established map accuracy standards The parcel lines on this maP YP Y PP J � � are onlY graphic represenlatlons of Assessors tax parcels.They ere not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical fealties on the map properties within 300 feet ring of the subject lot. Buffer !�f such as building iccaUons 1123/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '253020B00' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count; 14 J Close Map 0.Parcel Ownerl Owner2 Addressi Address 2 Mailing Country Deed CltyStatezlp 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 25547/107 LLC ROAD/RTE132 026D1 253016 SILVIA,FLOYD J TR SIXTY NORTH STREET P O BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST' 02655 CAPE COD CENTER 22672/302 25301B001 LLC ,\ 1284A MAIN STREET 026 S MA 253019BOD SILVIA,FLOYD J TR SIXTY NORTH STREET�,P O BOX 430 OSTEPWILLE,MA 23356/25 REALTY TRUST 02655 253019T00 SILVIA,FLOYD J TR SIXTY NORTH STREET P O`BOX 430 OSTEKVILLE,MA 23358/25 REALTY TRUST 02655 CAPE COD S CENTS 19 WEST ROAD ORLEANS,MA 27968/ii6 253020800 SAVINGS BANK 02653 2S3020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD S CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 026S3 254014 CAPE CAD FIVE 19 WEST ROAD ORLEANS,MA J 30900/137 CENTS SAVINGS BANK 02653 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 254018 DISTRICT 02630 274001 CAPE CAD HOTEL LLC 201 N 1ST STREET PAIATKA,FL 28549/58 32177 275001 BARNSTABLE LAND P O BOX 224 COTUTr,MA 02635 11541/34 ' TRUST WC This list by Itself does NOT constitute a certified fist of abutters and Is provided only as an aid to the detemfina8on of abutters.If a codified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assess9es database as of 1/23/2018. hUp.//maps.tovvnofbamstable.us/efelms/appgacapp/AbuRerReport.aspx?type=ZBA 1h Town of Barnstable t t Assessing Division ��snw`e8 367 Main Street,Hyannis MA 02601 www.towndbarnstable.us Office: 508-862-4022 Edwnrd F O'Neil,MAA FAX: 5084624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcels) :253-020-B00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. �J Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-011 Cape Cod Five Cents Savings Bank Ordered Special Permit No. 2018-011 to modify Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment by eliminating the drive through window and ATM, reconfiguring and lowering the appearance of the parking structure, adding parking in the area of the former drive-up window and ATM, and adjusting the landscaping around the reconfigured parking structure and building as well as a vehicular interconnection between the two properties at 1520 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this declplon,p copy of which must be filed in the office of the Barnstable Town Clerk. ©aA Date Signed I,Ann Quirk, Clerk of the Town of Barnstable, Bamstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 3 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-011 Cape Cod Five Cents Savings Bank proposed modifications and stated the Drive-through and ATM will be eliminated and parking will be substituted, the parking garage will be redesigned and lowered, there will be an interconnect between the two lots, landscaping will be adjusted, and the lots lines will be altered making this lot larger. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given. Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-011, a request to modify Special Permit No. 2017-060 to alter the previously approved bankt-parking structure redevelopment design: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Eliminating the drive-through window and ATM eliminates the need for a Conditional Use Special Permit. This is a modification of conditions'of Special Permit No. 2017-060 for relief granted under Section 240-93. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found this modification of design has no negative impacts on the overall project and!lowering the parking garage will improve the visual impact. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7,2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-011 is granted to The Cape Cod Five Savings Bank for a modification of Conditional Use Special Permit 2017-060 for the elimination of the drive-through and ATM, reconfiguring and lowering the parking structure, adding parking and adjusting the landscaping. The property is located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA. 2. Special Permit No. 2017-060 Condition No. 2 shall be modified as shown on the site plan entitled "1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601" by Baxter Nye Engineering and Surveying dated June 19, 2015 with last revision date of January 16, 2018 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. All conditions set forth in Special Permit No.2017-060 shall remain in full force and effect. 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. 'The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard NAY: None Page 2 of 3 2 r Town of Barnstable. 'h Zoning Board of Appeals Decision and Notice Special Permit No. 2018-011 -The Cape Cod Five Cents Savings Bank Modification of Special Permit 2017-060 Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings,and if necessary, Section 240-25 (C)-Conditional Uses in the Highway Business District To eliminate the drive-through window and ATM, reconfigure and lower the appearance of the parking structure, add parking and adjust landscaping Summary: Granted with Conditions L�4_Lr Applicant: The Cape Cod Five Cents Savings Bank 19 West Road, Orleans, MA ;�;. ,.JTIF{_� Property Address: 1&- Iyannough Road and 131 Attucks Lane, Hyannis Assessor's Map/Parcel: 253/020-T00,253/020-H00, 253/020-B00,254/012 Zoning District: Highway Business (HB),Wellhead Protection District (WP) Hearing Date: February 14, 2018 Recording Information: Book 27968 Page 116 Lots A&B on 76/1 1 Book 27968, Page 195 397/1 5 Background The Cape Cod Five Cents Savings Bank sought a modification of Special Permit No. 2017-060 or a new Special Permit to alter the previously approved bank/parking structure redevelopment design pursuant to Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if necessary, pursuant to Section 240-25 (C) HB District. The Applicant proposes to eliminate the drive through window and ATM, reconfigure and lower the appearance of the parking structure, add parking in the area of the former drive-up window and ATM, and adjust the landscaping around the reconfigured parking structure and building. Also proposed is a vehicular interconnection between the two properties. The property is located at 1520 lyannough Road (Route 132) Hyannis, MA as shown on Assessors Map 253 Parcel 020-T00, Map 253 Parcel 020-H00, Map 253 Parcel 020-1300, Map 254 Parcel 012. It is located in the Highway Business(HB)Zoning District. The property, which is located in the Highway Business (HB) Zoning District and totals 8.7 acres of land, was improved with a retail building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center,and an adjacent office building that had been used by the Applicant. The buildings and site improvements on the property were pre-existing nonconforming as to front setbacks, parking space size, front landscape buffers, and possibly parking space location. The property had four curb cuts,two each on Route 132 and Attucks Lane. The site is currently under construction as allowed by Special Permit No. 2017-060. Procedural & Hearing Summary Special Permit Application No. 2018-011 for a modification of Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design was filed at the Town Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant. Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer gave a brief description of the 3225 MAIN STREET P.O` BOX 226 BARNSTABLE, MASSACHUSETTS 02.630. CAPE COD (508) 362-3828 Fax (508) 36273136 • wwwcapecodcommission.org COMMISSION HEARING NOT-ICE CAPE COD COMMISSION Cape Cod Five Hyannis Banking Center #TR-17006 May 25, 2017 The Cape Cod Commission will conduct a public hearing on Thursday,May 25, 201' at 5:30 p.m. in the First District Courthouse,Assembly of Delegates Chambers,;395 Main Street, Barnstable, MA. The following project has been referred to the Cape Cod Commission as a mandatory Development of Regional Impact(DRI)pursuant t.o Section 3 of the Cape'Cod Commission's Enabling Regulations Governing Review of Developments of Regional Impact. This project is being reviewed and considered for DRI approval. This notice is being published pursuant to Sections of the Cape Cod Commission Act. Project Name: Cape Cod Five Hyannis Banking Center Project Applicant: Cape Cod Five Cents Savings Bank Project Site/Location: 1520 Iyannough Road and 131 Attucks Lane, Hyannis, MA' Project Description: Proposed demolition of all existing buildings and structures, and --q subsequent construction of a 78,220 s.f.banking center and drive-ups retail branch,parking garage, and associated site improvements: °= Anyone wishing to testify orally will be welcome to do so. Written comments may also be sul?mitte-&at the hearing, or delivered or mailed to the Cape Cod Commission, P.O. Box 226, 322;' Main Street, Barnstable, MA 02630. Project documents may be viewed at the Cape Cod Commi ion offi e betw en the hours of 8.3o a.m. and 4.30 p.m. For further information or to schedule an appomtment;pleaV contact the Commission office at(508) 362-3828. 0-1 rn If you are deaf or hard of hearing or are a person with a disability who requires an accommodation, contact the Cape Cod Commission at(5o8) 362-3828; for Telecommunications Relay Services (TRS)dial 711. Caso estas informs;oes sejam necessarias em outro idioma, por favor, contate o Coordenador de Titulo VI da MPO pelo telefone 5o8-362-3828. f r. 3225 MAIN STREET P.O. BOX 226 % ,fr BARNSTABLE, MASSACHUSETTS 02630 CAFE COD (508) 362-3828 a Fax(508) 362-3136 www.capecodcoinmission.org COMMISSION DEVELOPMENT OF REGIONAL IMPACT DECISION Project: Cape Cod Five Hyannis Banking Center(CCC File No.17oo6) Property Owners The Cape Cod Five Cents Savings Bank Applicant: c/o Attorney Andrew Singer 26 Upper County Road,P.O. Box 67 Dennis Port,Mass. o2639 Project Site/ Location: 131 Attucks Lane/1520"Iyannough Road(Route 132),Hyannis,MA 026ox Title Reference: Deed Book 27968 Page 116;Deed Book 27968 Page 195 Assessors ID: Map 253 Parcel 20 and Map 254 Parcel 12 Date: July 20,2017 SUMMARY The Applicant,The Cape Cod Five Cents Savings Bank,proposes to redevelop an 8.7-acre site in Hyannis to accommodate a neiv banking center.The Project involves the demolition and removal of two existing buildings and related improvements on the Project Site,and re- development of the Site NAth a 78,22o-square-foot office building including a drive-up retail branch,structured parking garage,and associated on-site and off-site improvements. The Cape Cod Commission(Commission)hereby approves-Mth conditions the Project as a Development of Regional Impact(DRI)pursuant to Sections 12 and 13 of the Cape Cod Commission Act(Act).This decision is rendered pursuant to a vote of the Cape Cod Commission on July 20,2017. FINDINGS The Cape Cod Commission finds as follows: General Findings 1 GFi.The Applicant is The Cape Cod Five Cents Savings Bank("Cape Cod Five"or"Bank"), which is an.independent mutual savings bank incorporated in Massachusetts and established in 1855 with more than 20 branch and office locations across Cape Cod. GF2.The Project Site is composed of multiple,adjoining properties/zoning parcels along Iyannough Road'and Attucks Lane o-wned by the Applicant,which it proposes to combine into a single,8.7 acre building lot. These properties(1520 Iyannough Road[Rte.1321, 131 Attucks Lane and portions of an unbuilt paper road,"Old Strawberry Hill Road")are currently developed with a retail building most recently housing an Ethan Allen furniture store and Mid- Cape Home Design Center, and an office building currently being used by the Applicant. GF3.The Project proposes to redevelop the properties and consists of the folloiN ing: A. Combining the individual parcels into a single building lot; B. Demolition of the existing one-story,32,255 gross sq.ft.retail building at 1520 Iyannough Road,the 5, 0 gross s ft,two-stop ,office building at 131 Attucks Lane and 9 4� q � g , removal of all related existing site improvements,including three septic systems; C. Construction of a new,approximately 78,22o sq ft two and half story banking center with a. Lobby and Receptions area, b. 1,850 square foot Branch Bank with drive-up i�indow, c. Office Space(private and open office areas), d. Conference Space, e. Cafeteria,Health and Wellness Areas and other similar site amenities, f. Outdoor Spaces,and g. Roof mounted solar panels; D. Construction of a three-level parking structure«nth 99,733 sq.ft.(33,00 o sq ft footprint) of raised/covered parking deck to accommodate up to 240 vehicles; E. New on-site surface parking and driveway areas,walkways,and landscaping improvements; F. Sewer connection and server lift station,and G. Off-site and on-Site sidewalks and other provisions for safe pedestrian and non- vehicular travel on and to the Site. GF4. Cape Cod Five has grown to be one of the largest banks headquartered on the Cape,Islands and Southeastern Massachusetts,and is a full-service community bank with total assets exceeding$3 billion.Cape Cod Five's chartered structure allows it to be locally controlled and operated for the benefit of its customers and community,rather than for shareholders or investors. GF5.Incorporated under the Bank's parent entity is The Cape Cod Five Cents Savings Bank Charitable Trust. For 2015,the Trust supported 264 community initiatives or organizations, ivitlr the Bank's donations totaling$1,o64,992 for community health,education,the arts and other purposes. . DRI Decision—Cape Cod Five Hyannis Banking Center(CCC Tile No 17oo6) Page 2 of 31 I r GF6. Cape Cod Five has experienced a period of steady and continued growth in assets and offices. In 1998,the Commission granted DRI approval for the Bank's Orleans Operations Center(CCC File No. 98o19). In 2oi4,Cape Cod Five acquired the subject properties constituting the Project Site, considering it a strategic location to plan,permit and develop additional space to more effectively serve its customers and accommodate recent and expected growth. The Cape Cod Five states that it views the proposed redevelopment Project as an important part of sustaining its'current operations and allowing future growth,and intends to retain and grow its employee base. The Project has been designed to accommodate 300+ employees,customers,Ndsitors,and/or guests. GF7.The Project is centrally located with direct access from main roads into and out of Hyannis, including nearby access onto Rte.6,and the Applicant maintains that such location Neill be a convenient location for the Applicant's customers and serve as an appropriate and visible gateway to Hyannis. This location was also selected,according to the Applicant,because it provides a redevelopment opportunity and has access points from Rte.132 and Attucks Lane. GF8.The Applicant proposes to reuse the(4)curb cuts(t vo on Rte.132 and two on Attucks Lane),though with extensive renovations. Two on Iyannough Road(Rte.132)Ns ill remain unchanged. Existing driveways from Attacks Lane will be altered with the goal to improve safety and traffic flow.The Site includes parking and access to the building and parking structure from both the north and south of the Site while the interior driveway between the main building and the garage is designed,according to the Applicant,to assist in reducing traffic at surrounding intersections. GF9.The Project iAll be connected to Town sewer through a new force main the Applicant has been designing in consultation with the Town of Barnstable's Department of Public'Works.This will allow the Applicant to permanently remove three(3)existing septic systems on the Site that lie within the Barnstable'Water Protection Overlay District(WP).The wastewater from the replacement building will be sent to a new municipal sewer lift station that is to be built on the Site,at the expense of the Applicant. All other utilities such as water,underground electric, telephone cable TV,and natural gas are all currently present on site. GF1o.The Applicant proposes to undertake,construct,operate, and maintain the Project in accordance ivith the following application materials submitted during the DRI review process: See ExhibitA attached hereto and incoi porated herein GFii.The Project is a mandatory Development of Regional Impact(DRI)pursuant to Sections 3(e) and 3(f)of the Commission's Enabling Regulations Governing Review of Developments of Regional Impact(Enabling Regulations)because it proposes to redevelop the Site with net neiv commercial Gross Floor Area of 1o,000 square feet or greater. GF12.The Project was re6ewed under the 20o9 Regional Policy Plan(RPP),as amended August 2012. DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No 17oo6) Page 3 of 31 1 GF13.The Project was referred to the Commission as a DRI by the Barnstable Building Commissioner on March 30,2017. The Applicant filed its DRI application with the Commission on April 3, 2o17,and filed supplemental application materials in April and May 2 o17. A DRI subcommittee held hearings in Barnstable on the Project May 26,June 7,and June 28,2017. Commission staff prepared a staff report for the May 26,2017 hearing,and a memorandum for the June.y, 2017 healing.At the June 7,2017 hearing,the subcommittee directed staff to prepare a draft DRI decision for its consideration.At its June 28, 2017 hearing,the subcommittee voted to recommend the Project to the Commission for approval,and recommend the draft DRI decision approving the project,with conditions,to the Commission for adoption. The June 28, 2017 hearing was continued to July 20,2017 for the full Cape Cod Commission's review and consideration of the Project and of the draft DRI decision. GF14.Section 7(c)(viii)of the Commission's Enabling Regulations contains the standards for DRI approval,which include consistency with the Act,the RPP,District of Critical Planning Concern(DCPC)implementing regulations(as applicable),municipal development by-laivs or ordinances,and applicable Local Comprehensive Plans. The Commission must also find that - the probable benefit from fire proposed development is greater t11an the probable detriment — — GF16.The only District of Critical Planning Concern(DCPC)applicable to the Project is the Cape-i-side Fertilizer Management DCPC. Barnstable adopted a fertilizer(nutrient)management ordinance as implementing regulations pursuant to this DCPC. The Projects proposed turf management practices and Site planting scheme are consistent with the town of Barnstable's Fertilizer Management DCPC implementing regulations. GF16.The probable benefits of the Project include: A. The Applicant proposes to redevelop a previously disturbed Site N-within a broadly developed commercial area,surrounded by similar and compatible uses and building types,and iN ill sei;,e as an anchor to the emerging financial and professional use district planned for by the town in the area. B. The Applicant proposes to construct a setiver connection,lift station and extension to serve the Project.This infrastructure N-Neill facilitate sewer extension by the Town to other properties in the surrounding area,especially important given the area's location in wellhead Protection areas,and the Applicant is amenable to transferring ownership of this infrastructure to the Toivn upon its completion. C. The Applicant's proposed structured parking requires much less structural site coverage than would be required for equivalent surface parking,especially important given the Project's location in a Wellhead Protection Area. D. The Applicant will improve the quality of wetland buffer areas through revegetation and removal of an existingbuilding located less than 10 feet from bordering g g vegetated wetlands and less than 60 feet from a pond. E. The Project provides off-site pedestrian infrastructure to serve the Site and surrounding area. DRI Decision—.Cape Cod Five Hyannis Banking Center(CCC File No 370o6) Page 4 of 31 F. The Project is located in a Wellhead Protection Area and will reduce the site-N%ide nitrogen loading concentration from the Site's existing conditions. G. The Applicant proposes to remove three septic systems within pond buffer areas. H. The Project facilitates the maintenance and expansion of a local bank that in turn supports and drives other economic activity and quality year-round employment opportunities in and for the region. I. The Project eliminates existing strip type development patterns on-site. J. The Project improves the aesthetics of the Site and surrounding area. R. The Applicant has designed the Project to achieve a high level of LEED Certification, including the use of roof mounted photovoltaic arrays. The probable detriments of the Project include: A. As under existing conditions,some Site development is located in wetland buffers. B. As under existing conditions,some surface parking is located between the Site building and surrounding roadways. C. The Project requires removal of some natural site vegetation. GFiy.The Project is consistent A ith municipal development ordinances,provided it obtains all necessary local permits licenses and approvals. The Project meets dimensional requirements set out in the Town's zoning ordinance,subject to local permitting,and the proposed office use is allowed as a matter of right,given recent zoning map amendments adopted by the town with the goal of transforming the area vdth professional office and sei vice uses such as the one proposed. The Town amended the zoning mapping to the Project Site from Residence R-i and Residence D-i to Highway Business. GF18.The Project is consistent and compatible with surrounding development and uses in the area,many of which have or are in the process of being redeveloped with professional office and service uses similar to the Project. J GFi .The Project is consistent with the high level general goal of the Tow n.'s Local 9 g ,g Comprehensive Plan(LCP)applicable to the Project,in that redevelopment is encouraged in this area of the town,and the Project proposes to redevelop an existing site. GF2o.The Commission received comments fronr Town's Gro-,Nth Management Department Director Elizabeth Jenkins on behalf of the Toivii dated May 24,2017 supporting the Project, and attesting to the Project's consistency with town development ordinances,the town's LCP, and the torvn's vision for development for the area in which the Project Site is located. The letter notes that the Project is redevelopment of an underutilized site in a commercial area, consistent i-pith the town's planning and economic development goals for the area;that the Town Council had re-zoned the area to allow for such development;that the Project will serve as an anchor for the burgeoning financial district in the surrounding area;that the Project will seine as a significant investment in the local economy and provide quality employment opportunities; that the Project is an aesthetic enhancement over existing conditions,at a`gateivay`location to DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 5 of gi Hyannis;and that the Project is properly sited to take advantage of existing public infrastructure without overburdening the infrastructure.' GF2i.The following local reviews,actions,permits,Iicenses and approvals are required for the Project: A. Site Plan Review; B. Board of Health review; C. Conservation Commission review, D. Planning Board or Board of Appeals review to permit continuation of preexisting, non-conforming parking areas within the required landscape setbacks; E. Planning Board or Board of Appeals for drive-up bank,special permit use; F. Sewer Connection Permit to extend the sewer line and construct a lift station;and G. Building permits. GF22.The following state reviews,actions,permits,licenses and approvals are required for the Project: A. Massachusetts Highway Department/MassDOT curb cut and highway access permits - - - ------- - - REGIONAL POLICY PLAN FINDINGS The following are Findings related to the Project's consistency with RPP issue areas that are applicable,relevant and material to the Project: Land Use LUF-i.The RPP's Land Use issue area deals primarily with the efficient use of land and infrastructure for development,and the appropriateness of proposed locations for development. LUF2.The Project utilizes a previously developed site,and is located in an appropriate location for the use based on recent local planning and zoning efforts,and on existing and anticipated development patterns and uses in the area surrounding the Project. LUF3.The 2009 RPP set out a process for towns to propose,and for the Commission to approve,Land Use Vision Maps(LUVM)and designations thereon. Barnstable adopted its map several years ago,and the 2oog RPP is now eight years old. The Project Site is not mapped as an Economic Center on Barnstable s LUVM,but circumstances have changed in the area since adoption of the town's LUVM,including that more recent planning and zoning efforts by the Town have encouraged professional office and service uses,like the one proposed, in the surrounding area. The area has since and is currently undergoing a change consistent with these efforts. Though not an economic center designated on the LUVM,the area is functionally equivalent to.one,and the Town's recent actions.indicate an intent or willingness to treat this area as if designated an economic center on the LUVM. Several other redevelopment projects DRI Decision—Cape Cod Fide Hyannis Banking Center(CCC File No 170o6) Page 0 of 31 reviewed by the Commission in the surrounding.area have been treated as if they Nvere in the nearby mapped,designated Economic Center. LUF4.The Applicant has employed cluster or compact design principles to the extent feasible under local zoning(there is a too-foot required building setback from Rte.132,and the Project is located along two road frontages,that makes the Project's full realization of compact design principles difficult). The Project includes features representative of compact development . including multistory buildings,mixed use(non-residential)development,structured parking, pedestrian-friendly design,shared wastewater treatment,municipal water service and Low Impact Development(LID)landscaping and stormwater treatment. Additionally,the Applicant is combining the previously separately-orvned and developed parcels of land into a single site. LUF5.The Project respects the natural topography of the Site: • The Applicant proposes to undevelop and restore disturbed areas within wetlands buffers. • The grading and topography at the northeast corner of the office building allows the ground(or lower)level to be a ivalk-out level,well-suited for the service entrance and delivery dock. • The lower level of the garage is set in the lowest part of the site,and the upper level is less than fifteen(15)feet above grade at the east and north sides.The design of this parking structure responds to the natural topography Mth a split-level design minimizing its structural massing and visibility.Although the garage is approximately 99,000 gross square feet in total size,the footprint is only 33,000 square feet;an equivalent typical at-grade parking lot would otherwise require a larger structural footprint.The garage allows parking for 240 cars on less than an acre of land. • In addition,in order to limit impervious coverage the Applicant has designed all surface parking.spaces to be 9'x i9'.The Barnstable Building Commissioner,as he is authorized to do under the zoning ordinance,has determined that the proposed number of parking spaces(375)complies with town zoning,though there is less total parking proposed than the zoning parking schedule would otherwise require. • The Project design also maintains existing natural vegetated buffer areas between the parking garage,Iyannough Road,Attucks Lane,and the commercial property to the west. The placement and massing of the building have been designed to meet the town's building setbacks and to best fit the building into the natural landscape and existing topography.The front entrance of the building is situated on the west elevation,opposite the pedestrian entry of the parking structure. LUF6.In acquiring the Project Site and planning the Project,the Applicant considered the broad availability of existing infrastructure in the area,such as the road network,utilities systems and the potential for.a municipal seAver connection to replace multiple existing Title 5 septic systems. DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 7 of 31 • The surrounding area is broadly developed Arith commercial uses and the Site has extensive utility services present and available for connection and use.Cape Cod Five will,as part of the Project,have the municipal sewer service extended to the Site,which may ultimately serve other surrounding properties in the future that are not currently connected to the system and have not been able to connect in the absence of such an extension. • The Applicant is currently working on plans for the sewer connection and extension with the Town of Barnstable DPW and is in discussion with the Town generally about it.A new sewer lift station is proposed to be constructed on Project Site,along%rith new gravity and force main lines as required in the public way(primarily beneath or adjacent to Attucks Lane);that will in turn be given over to the Town,as it desires,to own, operate,and maintain. Economic Development EDFi.Similar to the Land Use issue area,Economic Development deals in large part with the appropriateness of locations for proposed development and redevelopment. EDF2.As discussed above under the RPP-Land Use Findings,the Project Site is not in an Economic Center as designated on the LUVM,but functionally serves as one based on the character of existing and proposed development in the surrounding area,and on recent planning and regulatory efforts by the Town. EDF3.The Project also meets several waiver criteria set out in the Economic Development standards for proposed redevelopment not located in a designated Economic Center,as it proposes: mixed uses(non-residential);shared infrastructure; emerging industry cluster (knowledge based,high wage sector);and distributed energy generation(roof mounted solar). EDF4.More broadly,the Economic Development issue area sets out as goals the promotion of a balanced,year-round economy,quality year-round employment opportunities,and economic activity that creates and retains wealth in and for the region. ' EDF5. Cape Cod Five is an independent,mutual community bank that serves as a backbone to further the above goals. The Bank has grown steadily over the years,and it looks to retain and grow its work force in expanding and preserving its core business. The Bank has surpassed$3 billion dollars on the balance sheet,including$2.4 billion in deposits and over$2.5 billion in loans. Its mortgage department services a total of over$4 Billion in loans. The Bank also has an additional$1 billion plus in assets under management in its Trust Department. EDF6.The Project is estimated to cost over$35,000,000 in site related and vertical construction improvements,plus an estimated additional $xo,000,000 in project development costs,representing a substantial investment in the totem and region. The Bank is in discussion vrith the Town of Barnstable about a Tax Increment Financing Agreement which recognizes the DRI Decision—Cape Cod Five Hyannis Banking Center(CCC file No 17oo6) Page S of 31 i I investment the bank is making in the town and region,and its associated economic effects,with the Project. EDF7.Cape Cod Five provides full-time employment(including benefits and training)for over 450 individuals,many of whom live within Barnstable County.The Bank provides a range of job t,pes for different skill levels and is an equal opportunity employer.The Bank's median salary is over$49,00o,higher than the county median.The Bank has stated it will be moving 178 jobs currently located in other offices to this facility and expects to fill up to go new positions. EDF8.In terms of expanding the local economy,the Bank,while not an export business,does provide vital support to local residents and businesses through their lending programs. Cape Cod Five also has a charitable foundation that contributes widely to the community. Water Resources WRF1.The Project.mill be serviced by public neater supply.New to the site will be a sanitary sewer connection,which the Applicant has been designing in consultation tinrith the Town of Barnstable DPW.A new municipal sewwer lift station will be built and funded by the Applicant on the Project Site to accommodate connection through a new force main. Three existing septic systems will be removed,all within three hundred feet of ponds. This ntirill have the effect of lessening nutrient loading to the adjacent ponds. WRF2.The Project Site is within a Zone II Wellhead Protection Area,as it is positioned directly upgradient of two public water supply wells.MPS WR2.2 restricts the use,treatment, generation,handling,storage,and disposal of hazardous materials and hazardous wastes. Due to the nature of the type of.business and building use,the Commission does not anticipate quantities of"any hazardous materials to exceed normal"household quantities." WRF3.The Site is located snrithin a marine-water recharge area to Barnstable Harbor,which has not yet been studied by the Massachusetts Estuaries Project and is not expected to be significantly nitrogen-impaired. The Project's landscape and stormmmwater management design and use of sewer result in low nitrogen loading as explained below. WRF4.Compared to existing conditions,the redevelopment.•mill increase the square footage of roof area,paved surfaces,and lawn area,resulting in increased nitrogen loads from.stormwater runoff and fertilizer.However,because the new building will be connecting to the municipal sanitary server network,the site nitrogen load from wastewater will be significantly reduced from existing conditions.Wastewater fi•om the existing buildings was treated with an on-site septic system and contributed to an existing site wide nitrogen load of 5.57ppm.The calculated load from the proposed development is 2.85Ppm,which meets the 5Ppm nitrogen loading standard for WRx General Aquifer Protection and WR2 Drinking Water Quality and Quantity, applicable to Wellhead Protection Areas. DRI Decision—Cape Cod rive Hyannis Banking Center(CCC File No 170o6) Page 9 of 31 WRF5.Low flow plumbing fixtures will be used throughout the proposed building to conserve water use. WRF6. Because no stormwater management system currently exists,the proposed stormwater management plans provide an improvement in both runoff quantity and quality. • The proposed stormwater management system infltrates all storn rater on site.Except for the parking garage which is equipped with its own subsurface infiltration chambers, the remainder of the site's stormwater runoff from parking areas will be infiltrated via four different"stormwater facilities."Each stormwater facility accepts runoff from a conveyance system equipped with hooded sump catch basins and curb openings.The collected runoff then travels through a sediment forebay,prior to infiltrating through either a bioretention area or a subsurface infiltration structure.The stormwater systems. were sized for the 25-year design storm and remove between 87%and 96%of the total suspended solids(TSS),meeting the Commission's storage and TSS removal requirements. • MPS WR7.4 requires the first inch of stormwater runoff from parking lot and roadways to be treated with bioinfiltration practices.The only stormwwater runoff from the site parking areas not incorporating some element of bioinfiltration is the parking garage, ~where runoff is directly channeled to subsurface infiltration chambers equipped with Cultec stormfilters and Cultec chambers.Stormwater quality treatment and opportunities for infiltration provided by the proposed stormwater management system will be greatly improved over existing conditions. • The Site Operation and Maintenance Plan provides detailed maintenance procedures for the Stormwater Management System,ensuring periodic inspections and maintenance practices for maintaining intended functionality.Additionally,the best management practices for erosion and sedimentation control during construction are adequate for this site. WRF7.In'regards to managing the proposed turf and landscape,the Applicant proposes to use native,drought-tolerant species in all proposed planting areas.Fertilizer use will be limited to water insoluble,slow-release,organic products,with application limits consistent with the Town's nutrient control ordinance adopted pursuant to the cape-iAde fertilizer Management DCPC. No long-term irrigation will be necessary for the iwooded areas along Attucks Lane,the large fescue meadow fronting the Site,and other naturalized portions of the Site.The remaining areas will incorporate water efficient irrigation by using soil moisture sensors and weather- based controls gauges to adjust water schedules. Natural Resources NRFs.The Applicant has stated in its application that with respect to natural resources,its design philosophies are as follow:to limit the extent of newly disturbed areas;to cluster the new development to the extent possible in the center of the site,as there are wetlands at both the east and west ends of the site;to improve existing disturbed wetland buffer areas;to limit the square footage/acreage of surface parking and maximize the landscape areas around the building to DRI Decision—Cape Cod rive Hyannis Banking Center(CCC Pile No 170o6) Page 10 of 31 support the Applicant's sustainable/green goals;and to utilize Lmv Impact Development techniques to handle Stormwater requirements. The Applicant has also tried to maintain stands of existing tress and the natural buffers around the two constructed wetland areas adjacent to Rte.132,as well as the undisturbed areas along Attacks Lane. NRF2,The Applicant proposes to remove development on the Site,including pavement and buildings,and to redevelop the site vith a more consolidated,though expanded,footprint. Existing development is located within the 300'setback to ponds abutting the Site,as is proposed development. Though it does not appear feasible to locate the Project entirely outside the 300 foot setback from the ponds,the Applicant is removing three existing septic systems located within these 300 foot setback areas. NRF3.While the Project iAill increase the overall development of the Site,for the most part new development is located further from sensitive resources than under existing conditions. Presently there is a—2,000 sq.ft.building(131 Attucks Lane)located almost entirely within the 50 ft buffer to a pond system in the east portion of the Site(and within xo feet of the bordering vegetated Avetland surrounding the pond).Parking,-site drive,and maintained lawn area associated with this building are also located within the Yoo ft buffer to this wetland.The Applicant proposes to restore this portion of the Site after removal of the structures. NRF4.According to application materials,approximately 2 acres of the Site is presently impervious area.The Old Strawberry Hill Road layout also runs through the too ft buffer area,. though most of this area is naturally vegetated at present.There is a storinwater wetland located just offsite on the southwest corner of the Site,with the buffer zone for this regulated wetland extending into the Site. NRF5.Undeveloped portions of the Site are wooded Aith a mix of pitch pines and oaks,and with a low shrub undeistory and-%ines.Mapped rare species habitat(likely plant species associated with the pond on the other side of Attacks Lane)extends onto the Site from the north. The Commonwealth's Natural Heritage and Endangered Species Program has confirmed by letter that activity(utility work)associated with the Project t•NRthin mapped priority habitat is exempt from its review. NRF6.The Site presently includes 17,522 sq ft of altered areas in the buffer zone,both perNrious and impervious.Stormwater under existing conditions is not treated and may run off the building and directly into wetlands.The proposed removal of these structures from the buffer zone will be a benefit of the Project.Site redevelopment wiU result in approximately 4,000 sq ft of new impervious development in the ioo ft buffer zone,though further from the wetlands (approximately 75 ft from the wetland at the closest point).The Applicant proposes to restore 8,200 sq ft within the buffer zone.Stormwater facilities are also proposed within the ioo ft buffer to the wetlands in the eastern corner of the Site,and the stormnvater wetland located offsite to the west.These two proposed facilities are bioretention basins to be planted vith a good mix of native species.While the RPP typically discourages new stormwater facilities in wetland buffers,the RPP does allow siting LID stormivater systems,such as those proposed,in DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 11 of 31 buffers located in wellhead protection areas.In sum,while the Project proposes new development A ithin the ioo ft buffer to wetlands,the extent of development,the quality of design,and the proposed restoration will improve conditions within the wetlands buffer zones. NRF7. Project landscaping/planting plans.note that the Applicant proposes to thin an area on- site of woodland near the Old Strawberry Hill Road layout.A portion of this woodland is located within the too ft buffer;additional vegetation removal in this area will be limited to invasive species,vines,and standing dead or diseased trees. NRF8.According to the Natural Resources Inventory pro-sided,there are several different kinds of invasive species found on the Site.The Applicant has provided an invasive species management plan that will appropriately manage these species. NRF9. RPP Open Space standards require that an applicant permanently restrict open space as mitigation for areas of new disturbance proposed by a Project;there are also other mitigation actions and credits set out in the RPP that an Applicant may undertake to satisfy the RPP's Open Space standards. NRFio.The Site is located in a Significant Natural Resource Area(SNRA)due to the presence of mapping for Wellhead Protection Area and 300 ft.pond buffer. NRFi1.The total proposed,new disturbed area for the Project is 93,178 sq ft. As the Site is mapped SNRA,without considering other available credits under the RPP's Open Space Issue Area,the Project's open space requirement would be bVice the area of proposed new disturbance. NRF12.The Applicant proposes to build a 99,733 sq ft parking structure,which square footage the RPP allows the Applicant to take as a 1;1 credit against any required open space mitigation requirements. NRF13. The Applicant proposes to deed restrict from development the pond,bordering vegetated wetland,and 30 ft upland buffer zone thereto located in the northeasterly portion of the Site,as shown on the proposed deed restriction plan submitted by the Applicant during the Subcommittee's hearings. The proposed deed restriction area extends to the southern layout of Attucks Lane bordering the northeast part of the Site.This is the highest value resource area on the Site. NRF14.The Applicant proposes to retain and not disturb—76,000 sq.ft.of existing naturalized area on-Site. The Applicant-i-Nill revegetate—31,163 sq ft of existing or newly disturbed areas, with about half that area being renaturalization,wetland buffer restoration or LID-type storinivater facilities. Ultimately,—182,133 sq ft of the Site will remain as perNdous upland (natural and revegetated). DRI Decision—Cape Cod rive Hyannis Banking Center(CCC File No 17oo6) Page 12 0€31 r NRF15.The Project forwards Wellhead Protection interests by removing three septic systems on-Site(located within pond buffer zones),connecting to and extending municipal sewer sei vice to the Site,reducing impervious coverage through the use of structured parking,and proposing a use that does not involve hazardous materials or wastes. Proposed LID stormwater facilities will also intercept and treat stormAwater prior to discharging to the pond or to groundwater. NRF16.Redevelopment projects in Economic Centers are not required to provide open space mitigation under the RPP. As discussed in other RPP Issue Area Findings,above,the Site is not formally mapped as an Economic Center,but essentially functions as one. The Commission has treated other projects in the immediate surrounding area similarly as mapped Economic Center, though not formally designated as such. The Town treats and has recognized that the area functions as an Econorrric Center,and specifically,as an emerging"Financial Services District." The Town encourages redevelopment and the use proposed within area in which the Site is located. NRF17.Through a combination Site and Project design,Project location,and proposed deed restriction of the portions of the Site with the highest natural resource value,the Project meets the requirements of the RPP.Issue Area of Open Space,and furthers and protects associated natural resources goals and urterests. Transportation TFi.As presented in the Project's Traffic Impact and Access Study(TIAS),prepared by VHB, trip generation estimates were developed based on trip generation data in Institute of -Transportation Engineers'(1'TE)Trip Generation, 9th Edition,for ITE Land Use Code(LUC) 714(Corporate Headquarters),ITE LUC 912 (Drive-In Bank),and ITE LUC 8go(Furniture Store)as summarized in Table i below. Table Y; Estimated Project Trip Generation Net Propose. Existing 25%Trip Drive- ' Increase d Drive- Ftunitur Reduction . in Net Time Period Office 'n Sank Store Re uirerne Pass- New in Offi 1 e S o q Trips, Trips2 Trips3 nts4 by . Trips 1pS5 Weekday Daily 576 274 -164 -172 -42 472 'Weekday Morning Peak log 32 -13 -33 -6 89 Hour Weekday Evening Peak 112 49 -18 -37 -8 98 Hour DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No 17006) Page 13 of 31 t No e. 'Based on ITE LUC 714(Corporate Headquarters)for 70,466 sf. Based on ITE LU 9.2(Drive in Bank)for 1,85o sf. 3 Based on ITE LU 890(Furniture Store)for 32,255 sf. 4 In accordance with the RPP e Pass-by rate based on M data mith maximum of,25-percent allowed by Technical Bulletin 96-003 TF2.Study area locations identified for analysis in the TIAS include the following intersections and roadway links: Intersections: • Route 132 at Route 6 Westbound Ramps • Route 132 at Route 6 Eastbound Ramps • Route 132 at Shootflying Hill Road • Route 132 at Attucks Lane • Attucks Lane at Site Driveway West • Attucks Lane at Site Drive A ay East • Attucks Lane at Phinney's Lane • Route 132 at Site Driveway West • Route 132 at Old Strawberry Hill Road/Site Driveway East • Route 132 at Phinney's Lane Roadway Links: • Route 132 between Route 6 WB Ramp and Route 6 EB Ramps • Route 132 befiveen Route 6 EB Ramps and Shootflying Hill Road • Route 132 between Shootflying Hill Road and Attucks Lane • Route 132 between Attucks Lane and Site Driveway West • Route 132 between Site Driveway West and Site Driveway East - • Route 132 between Site Driveway East and Phinney's Lane Attucks Lane behveen Route 132 and Site Driveway West Attucks Lane between Site Diivmvay East and Phinney's Lane • Phinney's Lane between Attucks Lane and Route 132 The TLAS presents a crash analysis of all study area locations and identifies the following five locations as high-crash locations(three or more crashes per year): • Route 132 at Route 6 Westbound Ramps • Route 132 at Route 6 Eastbound Ramps • Route 132 at Shootflying Hill Road Route 132 at Attucks Lane • Route 132 at Phinney's Lane TF3.The crash analysis presented in the TIAS presented no major safety deficiencies at these locations i1ith crash rates well below the regional average when considering the volume of traffic through the intersections. DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No 17006) Page 14 of 31 TF4.Within the study area is a key bicycle and pedestrian facility, a multi-use path on the south side of Route 132,which pro-,rides a connection to numerous commercial and residential areas. Currently,the lack of sidewalks on Attucks Lane and lack of a safe and convenient crossing fiiom Attucks Lane to the multi-use path on the south side of Route 132 present hazards to non- motorists.While there is currently no pedestrian crash history in the area,as the nature of land uses change along Attucks Lane,including this Project,pedestrians will be exposed to a potentially very hazardous condition. TF5.The TIAS states that"bicycling and walking to the project site maybe attractive to some employees and guests may choose to tvalk/bike to/fi-om work or travel to local attractions during the day."The Site is swell-designed to accommodate non-motorist travel on-site,but a safe connection to the multi-use path on the south side of Route 132 is critical to the success of the Applicant's Travel Demand Management(TDM)program. TF6.Given the relatively low vehicle crash rates at study area intersections,non-motorist safety is the primary safety concern for this Project. TF7.With regards to RPP Goal TR1—Safety,.responding to non-motorist safety concerns expressed by Commission staff,the Applicant has proposed the following non-motorist safety improvements,as presented on the"Concept Sidewalk Plan,"dated Jun 7, 2017,prepared by Baxter Nye,including: • Installation of a crosswalk with ADA compliant ramps,pedestrian push buttons,and pedestrian signal heads to the signal at the intersection of Route 132 and Attucks Lane traffic signal; • Retiming of the Route 132 and Attucks Lane traffic signal to accommodate a pedestrian- activated crossing phase; • Installation of a sidewalk along Attucks Lane from Route 132 to the easterly site driveway; 0 Installation of a crosswalk with ADA-compliant ramps across Attucks Lane (approximately 350 from Route,132); and i Installation of a sidewalk connection between the sidetvallc proposed along Attucks Lane and the on-site sidewalk network. TF8.Provision for a safe and convenient connection bet%veerr the Project Site and the multi-use path on the south side of Route 132 not only address safety concerns,but contributes towards meeting trip reduction and congestion management goals in the RPP. T79.With regards to RPP Goal TR2—Trip Reduction/Transportation Balance and Efficiency, the Applicant has proposed a Travel Demand Management(TDM)program to meet the 25- percent trip reduction requirement under Goal TR2.This TDM program is detailed in Trip Reduction Mitigation section of the TIAS and includes measures aimed at promoting ridesharing,encouraging use of public transit,facilitating bicycle and pedestrian access to and lvithin the site,and providing a host of on-site amenities.With the non-motorist safety DRI Decision—Cape Cod Fite Hyannis Banking Center(CCC File No 17oo6) Page 15 of 31 improvements proposed by the Applicant,the Applicant is in a good operational position to facilitate successful implementation of a robust TDM Program. TF1o.With regard to RPP Goal TR3—Level of Service/Congestion Management,the TLAS details anticipated capacity impacts of the net new motorist vehicle trips generated by the Project on study area locations.This impact analysis and mitigation approach considers,among other things,the net change in motor vehicle travel associated with Cape Cod Five's employees, currently located at offices across the Cape,being relocated to the Project Site and site traffic from the retail bank portion of the Project.The overall congestion impact on the roadway network is relatively minor and future congestion benefits from the provision of the additional non-motorist facilities within the study area would offset these impacts and would further congestion management interests.The Applicant's mitigation approach is appropriate,and proposes to provide safe and convenient non-motorist connections between the Project Site and multi-use path on the south side of Route 132. End EFi..The redevelopment Project is designed to exceed the Energy Star rating threshold. The Bank has also designed the Project to achieve a high level of LEED certification,as detailed in the preliminary LEED rating scorecard submitted Anth the application. In addition to LEED certification,the Applicant proposes to generate renewable energy onsite,with 1,000 photovoltaic panels on the roof.These systems are not in final design yet,but preliminary calculations show that the current roof plan has a capacity of more than 300,000 watts,from which the Bank anticipates generating approximately 416,000 kW/year.The Applicant prepared a projected energy generation and cost savings analysis that is contained in the application.The Bank will also install high performance inechanical equipment and energy saving LED lighting systems. EF2.The Applicant states that the building's layout and massing design are also integral to the sustainability and Green building goals as well.The Project provides the ability to capture natural light into and provide views from space in the building.In addition,the roof line of the office building has been specifically designed to provide a base for the photovoltaic solar power array on the south and southeast facing roof planes.The area of the roof with photovoltaic panels is—15,000 square feet. EF3.The entire building envelope will be designed to perform at a high level of energy efficiency and iN411 exceed current energy code requirements.This redevelopment project will be constructed to meet the USGBS LEED V4.o Standard.The open plan design and significant glass area on the facades is designed to allot*daylight to penetrate the building offsetting the need for continuous artificial lighting in some areas.The building skin,,%,M also be high performance,with highly insulated walls and high efficiency window systems.The exterior walls will be constructed to prevent infiltration and unwanted heat loss or heat gain. Affordable Housing DRI Decision—Cape Cod Five Hyannis Banking Center(CCC rile No i7oo6) Page 16 of 31 AHi.All commercial DRIs are subject to Affordable Housing Goal 3-Community Participation. The Applicant has provided calculations in its RPP consistency narrative addressing the MPS under this goal.The Applicant's use of MPS 3.2(Alternate Mitigation Calculation.Option)is appropriate.This standard adjusts the per osquareufoot community contribution amounts to better reflect the anticipated need for affordable housing generated by a particular project. AH2.The Applicant has pro-6ded documentation showing that significantly more)vorkers at the Project are likely to make above average wages.than the 2005 Nexus Study determined likely for general office uses on Cape Cod. Given that the Project will primarily replace lowernwage jobs associated with existing retail Site uses through redevelopment,the Project is not expected to have a negative impact on the overall demand for affordable housing on Cape Cod and thus no mitigation is required. Heritage-Preservation HPFi.The Project is Iocated outside of any historic districts and there are no known historic resources on the Site or hi close Acinity to it. Massachusetts Historical Commission(MHC) reviewed the Project and issued comments on March 2-1, 2017 finding it unlikely to affect significant historic or archaeological resources. Community Character Exterior Lighting CCFi.Commission lighting regulations seek to limit light pollution to prevent unnecessary negative impacts to both community character,such as overly bright parking areas or the inability to see stars,and to the natural enAron ment,such as negative impacts to birds and other animals. CCF2.The Applicant submitted specifications sheets and a foot candle plan for proposed exterior lighting. Proposed parking area lighting levels are appropriate and well below the maximum levels allowed by the Commission.In addition,all pole-mounted,wall-mounted,and bollard fixtures are full-cutoff at go-degrees from vertical,consistent with Commission standards.The proposal does include 17 uplights meant to provide decorative lighting of trees in the building's courtyard.While the Commission generally does not allow uplighting,Technical Bulletins 95-001 allows for exceptions where the lighting levels produced by the luminaires are similar to those of residential-h pe fixtures,such as the ones proposed.The Applicant also submitted appropriate operational and use guidelines for such lighting to the Commission contained in a letter dated June 5, 2017,to which the Applicant has committed. Building Design DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No 17oo6) Page 17 of 31 CCF3.The Project has frontage along both Route 132 and Attucks Lane,making it Osible from a regional roadway. 'While this is not an area with a distinctive historic character,as a gateway to Hyannis it is an area where good design is important. CCF4.This redevelopment Project is not strip development.In fact,it proposes to remove older Site development that may constitute strip development. CCF6.The proposed Banking Center is an L-shaped office building bent around a courtyard in the middle of the Site,and a square parking garage at the westernmost portion of the Site. The main building footprint is approximately 30,000 square feet with 21/2 stories,while the parking garage has a footprint of 34,000 square feet and is 3 levels. CCF6.The size of the buildings is largely driven by the operational needs of the Bank;the Project proposes a regional banking center for Cape Cod Five. To that end,the Applicant states that it has chosen building forms and materials that it feels are appropriate to the location and the building typology. CCF7.The Applicant's design of the building massings and facades are influenced by the programmatic requirements of the redevelopment Project,including the Site's topography,the Bank's internal space needs,solar orientation and roof area for the proposed roof mounted PV panels,views to the exterior,penetration of natural light into each space, and the desired LEED ratings. CCF8.In its application, Cape Cod Five submitted a design narrative outlining its design philosophy for the proposed site buildings and the Project Site overall. It expresses the Bank's commitment to`sustainable,'`green'and`forivard-looking'design,incorporating new materials in highly efficient building envelopes to create modern buildings in a contextual sway. The Bank states that the building elements are intentionally expressed in modern or updated ways,with colors and materials that speak to the context of Cape Cod,without mimicking them;with building facades using modern interpretations of traditional building forms and rhythms found in many nearby buildings;and with forms and shapes,textures and patterns not foreign to Cape Cod but which can be found in local civic and institutional structures. The Bank maintains that this philosophy results in a design for the office building which looks as though it has been assembled NNith many forms and volumes,and i-N ith a massing that appears to be several buildings in a campus setting. CCF9.Because of the size of the buildings,the Bank's stated design philosophy aims at balancing programmatic and operational needs with building scale and the architectural features to reduce visual massing. The proposed building design endeavors to create the appearance of multiple masses and vary roof lines. The design includes a massing intended to suggest the combination of several forms,as well.as variations in the footprint shape,setbacks, material selections,fenestration types and arrangements,and the integration of the structures into the topography and with proposed landscaping. j DIU Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page x8 of 31 CCFio.The interior of the office building is designed with relatively few hard office walls,and the majority of the space N-sRll be flexible workspace with modular office furnishings.This modern office planning method utilizes less square feet per employee workspace.The saved space is occupied by collaborative meeting spaces and meeting rooms.The largest space in the design allows for the creation of a significant,enclosed outdoor courtyard which will be used by employees daily and guests and visitors for events.The outdoor space is accessible only from within the building and is a unique and special feature of the design.The building is designed to include large open floor areas allowing for flexible and changing office layout needs. CCFii.The height of the buildings varies due to the sloping roof sections that hold solar panels and due to site topography. Seen from Route 132,the office building height varies from approximately 32 feet on the flat-roofed sections overlooking the courtyard,to approximately 41 feet at the highest point of the roof slope. Along the Attucks Lane side,where the basement level is visible,overall building heights are higher,ranging from approximately 38 feet on the flat- roofed section to 53 feet near the loading dock. While somewhat tail by Cape Cod standards, these building heights are not inconsistent with nearby buildings and the apparent height will be softened by the structure's roughly 200400t setback from both roadways. CCF12.The parking garage is generally lower in height than the office building. It is approximately 33 feet tall at the entrance feature,and ranges from approximately 28-34 feet in height along the rest of the Route 132 facade. On the west elevation,the garage height is approximately 35 feet,and along the north elevation its visible height is approximately 20 feet. The lower elevation and lower overall height of the parking garage help to limit visibility and focus attention on the office structure. That said,the garage will still be somewhat visible from Route 132,especially to west-bound traffic,and but will be adequately screened by existing natural vegetation proposed to be retained,and proposed supplemental tree and other plantings, along Attucks Lane. CCF13.The office building meets the facade variation required by HPCC2.6. The longest facade (facing Attucks Lane)is 263 feet long,thus requiring roughly 50 feet of facade variation. The design incorporates a 20400t projecting mass and a drive-through enclosure to meet this requirement. The remaining building facades meet the variation requirement through the significant setback of the ell behind the courtyard,and provide variation through changes in roof height,roof form,and changes in building materials. CCF14.The parking garage is angled away from Route 132 so that most of it is set further back than the main building. On Attucks Lane,the garage is sited behind an approximately 50-foot vegetated buffer. The garage does not meet the precise amount of facade variation set out in the RPP along its roughly 185400t long facades. However,siting the garage on lower parts of the Site,keeping its height lower than the office building,retaining existing vegetation and planting the proposed supplemental plantings will help reduce its visibility and make facade variation less critical. DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page xg of 31 CCF16.The Site is an appropriate location for the proposed modern design and use of non- traditional building materials,given the proposed Site.design and character of the surrounding area. RPP Standard HPCC2.7 allows the use of non-traditional materials and designs in areas that are not visible from scenic or regional roadways or other distinctive areas,so long as adequate buffers are maintained on the subject property. • The Applicant's design narrative states that the office building it i l be clad in modern materials such as high strength concrete panels,concrete plank siding,high performance aluminum,,%indows and glazing,and metal siding materials. The garage will be constructed of precast concrete;the applicant notes"creative use of color and texture"in the design narrative. • Many of these materials are considered`sustainable'and integral to the Applicant's green building philosophy.The design narrative notes that some of these materials resemble cut stone and that they are arranged in"familiar patterns"of columns and panels. The design is clearly modern,but it includes variation that breaks dowry the building into smaller components and provides for interesting facades. The colors shown on the elevation drawings include various shades of gray which may resemble the colors of . traditional building materials. The Applicant submitted specifications sheets for the proposed exterior materials,and a proposed materials board. CCF16.The Project Site has frontage on Attucks Lane and Rte. 132. 'The Barnstable zoning ordinance requires significant building setbacks from these roads. HPCC2.8 generally requires that parking fields be located to the side or rear•of buildings.While the proposed parking garage provides most parking for this Project and it is located to the side of the office building,there are still two or more rows of surface parking provided on both street frontages. There is currently existing surface parking along the Site's Rte. 132 frontage. CCFiy.The Applicant has substantiated its operational need for the amount of parking proposed (367 spaces,with 240 in the structured parking garage),and has eiridenced the parking count's compliance with the town's zoning ordinance. CCF18. Given the environmental limitations for locating this parking elsewhere on the Site 'including location of wetlands and wetland buffers on and abutting the Site,that the Project is a redevelopment and parking already exists in these areas,that the Project is constrained by its location on two road frontages with deep corresponding building setback requirements,the Applicant's proposal to address much of the parking with the multi-level garage,and the screening provided on the proposed landscape plans,the layout and location of the surface parking is appropriate. • The Froject's Attucks Lane frontage has existing dense vegetation with supplemental plantings,as well.as lawn areas with proposed high-branching tree canopy. • Along and within the Route 132 fiontage and layout,the Applicant proposes to thin existing vegetation and replace existing lawn areas with a fescue meadow with some DRI Decision—Cape Cod Five Hyannis Banking Cenier(CCC File No i7oo6) Page zo of 31 mature existing trees and transplanted red cedars.The Applicant will be required to obtain from MassDOT a highway access permit to install and maintain the meadow and plantings along and Mthin the Route 132 layout. Along the length of the parking lot facing Route 132 there are shrub beds proposed with plantings to screen the parking area.There is also a slight grade change of about five to six feet from the road edge of Route 132 to the parking lot(up to a ten-foot difference towards the southeast corner) which will help to screen the parking area from certain viewpoints.The Applicant revised its landscape plans in hearings before the Project subcommittee to incorporate additional and different trees and other plantings along Route 132 to further assist in screening the Project. As proposed,there will be a reasonable view corridor into the Site while still providing for appropriate screening of buildings and parking on the Site. CM9.The Applicant submitted detailed landscape plans,a draft landscape management plan and a landscape design narrative with its application. The landscape design narrative states that the Project has been developed with the goal of creating a high-quality work environment for those who occupy the building,awhile also presenting a strong environmental precedent and positive visual impression as experienced by passing vehicular traffic. CCF20.The Project includes a significant amount of proposed landscaping and site amenities for employees and visitors consistent with HPCC 2.1o. The landscaping improves the visual character of the Site,and integrates proposed buildings with the Site and surrounding environment. Public amenities like benches are proposed,and the Applicant has designed the Site to extend interior spaces into the proposed exterior spaces.The landscape design narrative details the intent to create a more natural landscape on the exterior of the Site transitioning to a more maintained landscape in the interior of the Project Site. The proposed plant species are either native or otherwise appropriate and compatible with native species. During the Subcommittee hearings,the Applicant revised its landscaping plans,in response to Commission comments,to remove one large existing Euonymus,.and limit the use of Russian Sage and Vinca to the more manicured,interior portions of the Site where they can better be controlled through the Applicant's landscape maintenance program;though these species are not on the State's fin asive plant list,they have some invasive characteristics. CCF20.As a condition of this decision,the Applicant Nrdll be required to provide additional details in its landscaping plans and landscape management protocol for Commission staff review and approval,including:specifications on installation and maintenance of the meadow grasses,and seed mix(e.g.introducing native grasses to the fescues such as Deschampsia f texuosa that is an ideal component for roadside slopes and naturalized areas);proper plant installation methods for new plantings,shrubs and trees;provisions for replacing dead and diseased plantings; and details for maintaining newly installed plantings. CONCLUSION Based on the Findings above,the Commission hereby concludes, determines,and finds further that: DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 21 of 31 s. Subject to and upon satisfaction of the conditions identified in this decision,the Project is consistent with the Act and the 2009 Regional Policy Plan(as amended). 2. The Project is consistent with Barnstable's Local Comprehensive Plan, 3. The Project is consistent N%dth municipal development ordinances,subject to the Applicant obtaining all required local approvals,licenses,and permits for the Project. 4. The Project is consistent with applicable DCPC Implementing Regulations. 5. The probable Project benefit is greater than the probable Project detriment. The Commission hereby grants DRI approval for the Cape Cod Five Hyannis Banking Center Project described herein,subject to the following conditions: CONDITIONS Ci.When final,this decision shall be valid and in effect for a period of 7 years,and local development permits may be issued pursuant hereto for a period of 7 years from the date of this written decision.This decision shall be final when the appeal period set out in Section.r7 of the Cape Cod Commission Act has elapsed i-%ithout appeal(or if such an appeal has been filed,when the appeal has been finally settled,dismissed,adjudicated,or othei-wise disposed of in favor of the Applicant),and a copy of this decision has been recorded with the Barnstable Registry of Deeds,and registered with the Barnstable Land Court,as applicable. The Applicant shall bear the costs or recording or registering this decision, C2.This decision shall be appurtenant to and run with the property which is the subject Project Site.The decision shall bind and be enforceable against,and inure to the benefit of,the Applicant,its successors,and assigns. C3.The Applicant shall obtain all necessary federal,state,and municipal permits,licenses,and approvals for the Project,including but not limited to those from the Town of Barnstable and from the Massachusetts Department of Transportation for roadwork and work in road layout, and proi ide copies of the same to the Commission,prior to commencement of any Project building construction. GC3(a),The Project's consistency vNith municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicant obtaining all said necessary municipal permits,licenses and approvals. C4.The Project shall be undertaken,constructed,operated, and maintained in accordance with the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans.") When and as plans and documents required to be submitted as Conditions of this decision arc reviewed and approved by Commission staff,such plans and documents shall be deemed incorporated into the Approved Project Plans,and the Project shall similarly be undertaken,constructed,operated,and maintained in accordance with the same. Failure to comply,and remain in compliance, A ith all findings and conditions stated herein may be deemed cause to revoke or require modification to this decision. This decision does not permit any other work or development at the Project Site,including tree and vegetation clearing and removal except as authorized herein. See Exhibit B attached hereto and incorporated herein DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No 17oo6) Page 22 of 31 C5.Prior to and as a condition to issuance.of a Preliminary Certificate of Compliance by the Commission,the Applicant shall: a. submit final project plans as approved by state,federal,and municipal authorities for revieiv by Commission staff who will determine their consistency with this decision.If Commission staff determines that the final plans are not substantially consistent with the Approved Project Plans,the Commission requires that the Applicant seek a modification to this decision for further review and approval of the Project changes in accordance A ith the'Modification"section of the Commission's Enabling Regulations in effect at the time the modification is sought, b. provide evidence to the Commission that a copy of this decision has been provided to and received by the general contractor for the Project. Copies of this decision and Approved Project Plans shall be maintained on-site during Project construction. c. Provide the Commission a recorded copy of a perimeter plan for the Site eliminating existing interior lot lines of its constituent parcels. C6. Prior to and as a condition to issuance of a Building Permit by the Town,the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions in this decision required to have been satisfied prior to the issuance of a Preliminary Certificate of Compliance have been satisfied,and that.the Project is in compliance A ith this decision. C7.Prior to and as a condition to issuance of a Certificate of Use/Occupancy for the Project by the Town,the Applicant shall obtain a Final Certificate of Compliance from the Commission that evidences that all conditions in this decision required to have been satisfied prior to issuance of a Final Certificate of Compliance have been satisfied and that the Project is in compliance with this decision. C8.Commission staff A ill undertake a review of the Project's compliance i%ith this decision, including the applicable conditions hereof,upon the Applicant's request to the Commission for issuance of any Certificate of Compliance.At the time the Applicant requests such a Certificate, it shall provide Commission staff a list of key project contact(s),along NN ith their telephone numbers,mailing addresses,and email addresses,is the event questions arise during the Commission's compliance review.As pant of its compliance review,Commission staff may make, and the Applicant hereby authorizes,site inspections upon reasonable notice to the Applicant,as such visits are needed.Upon review,the Commission shall either prepare and issue the requested Certificate,or inform the Applicant in i% iting of any compliance deficiencies and the remedial action required for the issuance of the requested Certificate. Cg.Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide final construction plans and details about Site stormwater and drainage facilities to Commission staff for review. DRI Decision—Cape Cod Fire Hyannis Banking Center(CCC File No 17oo6) Page ag of 31 C1o.The Applicant shall connect the Project to the municipal sewer system and construct the sewer lift station as discussed and proposed in its application. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide to the Commission final construction details and layout plans for the Project's sewer infrastructure. Prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission,the Applicant shall have constructed and connected the Project to the sewer infrastructure,per the said final plans reviewed by Commission staff. and planting per the Approved C11.The Applicant shall complete its proposed landscaping p g p pp Project Plans prior to issuance of a Final Certificate of Compliance. NottA ithstanding,in its discretion,the Commission may issue the Final Certificate of Compliance subject to an escrow agreement by and bet►veen the Applicant and the Commission that secures timely completion of any landscaping or site work not completed at the time said Final Certificate is requested. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission, the Applicant shall revise its landscape plans and landscape and turf maintenance protocol to include the follo-wing: • a detailed wetlands buffer restoration plan for the pond and wetlands system in the western portion of the Site,coordinated rrith the Applicant's invasive species management plan; • further specifications for the proposed meadow*along the Site's Rte. 132 frontage, including additional grass species to supplement the proposed fescue(e.g.native Deschampsia flexuosa),and establishment and maintenance provisions for the meadow; • details regarding appropriate installation methods for proposed plantings; • replacement provisions for dead/diseased plantings; • details regarding establishment and maintenance of plantings in proposed LID storm-water facilities. C12.The Applicant shall deed restrict the pond,wetland and buffer zone thereto in the eastern portion of the Site,as depicted on the Open Space Deed Restriction Plan by Baxter Nye dated 6/8/17. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide Commission staff for revievv and approval a draft deed restriction consistent iN ith said plan. Prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission,the Applicant shall record said deed restriction as reviewed and approved by Commission staff,and provide the Commission a copy of said deed restriction recorded io4th the Barnstable Registry of Deeds. C13.The Applicant shall not install signs,vegetation,or other visual obstructions in a manner that would create an obstruction to safe sight distance at the Site drives. Cape Cod Commission staffwrll conduct a site visit to confirm that no signs,vegetation,or other visual obstructions have been placed in a manner that world create an obstruction to safe sight distance at the Site drives,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C14.The Applicant shall implement and maintain its proposed Travel Demand Management (TDM)Program for the Project,as set out in the Trip Reduction section of the Applicant's TIAS. Cape Cod Commission staff will conduct a site visit to confirm that on-site elements of the TDM DRI Decision-Cape Cod Fide Hyannis Banking Center(CCC Hie No i7oo6) Page 24 of 3i f Program have been implemented,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. Cis.The Applicant shall install the off-Site sidewalks,crosswalks and related infrastructure,and on-Site connections to these sidewalks,as depicted on the"Concept Sidewalk Plan,"by Baxter Nye dated 6/5/17,and as described in Finding TF7 herein Prior to and as a condition to issuance of Preliminary Certificate of Compliance by the Commission,the Applicant shall provide to the Commission final construction plans and details for the Concept Sidewalk Plan, including details about ADA compliance curb ramps,sidewalks,and any pedestrian signal infrastructure,consistent with the Concept Sidewalk Plan Where the sufficient right-of-way exists and where additional tree removal and grading would not be required,the proposed sidewalk should be offset from Attacks Lane to improve pedestrian safety and level of comfort. The Applicant shall install said infrastructure prior to and as a condition_to issuance of a Final Certificate of Compliance by the Commission. C16.Prior to and as.a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Project architect shall certify to the Commission in writing that final construction plans to be submitted for the Projecfs building permit/s are consistent r%ith the Preliminary LEED Checklist submitted as part of the DRI application,and that the Project is LEED Certifiable per said plans. SEE NEXT PAGE TOR SIGNATURE DRI Decision—Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 25 of 31 SIGNATURE Executed this day of 4 241 C 7. �}-..1. . . fay Si ature Lt) Print Name and Title (�,,,�� CO dvwMC5 St C*L COMMONWEALTH OF MASSACHUSETTS Barnstable,ss { >'_�;2017 r Before me,the undersigned notary public,personally appeared in his/her capacity as f ;�Z i a of the Cape Cod Commission,whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was.proved to me through satisfactory eNddence of identification,which was[ ]photographic identification iN ith signature issued by a federal or state governmental agency, [ I oath or affirmation of a credible witness,or[J'personal knowledge of the undersigned. GAIT.P.HANLEY NptW PuWiC C"MONWFJLLTH OF MASWAUU7TB My Convnlu;6n gxpkes sepl 28,20t8 Notary Public NIP W —W My Commission Expires: X �' tr DRi Decision—Cape Cod Five.Ilyannis Banking Center(CCC File No f7oo6) Page 26 of 31 Exhibit A General Finding GFio Application and Review Materials Project, Design and RPP Consistency narrative dated April 3;20i7 Project revisions memorandum in response to comments,BUR Architects dated 6/5/17 Massachusetts Historical Commission Project Notification Form response dated 3/21/17 Nitrogen Loading Calculations,existing and proposed site conditions,dated 6/3o/2ox6 Cape Cod Five Headquarters,Site Lighting Fixture Schedule,ARUP&BLFRArchitects, consisting of 15 pages Exterior Lighting operational guidelines letter from Chris Raber,CC5 SVP,dated June 5,2017 Cape Cod Fite economic development letter from Chris Raber,CC5 SVP,dated March g,2017 Cape Cod Five economic development letter from Chris Raber,CC5 SVP,dated March 23,2017, including CC5 2015 Annual Report and 2o16 Final Quarter Report attached Parking Zoning consistency letters from Applicant dated February 28,2017 and from Barnstable Building Commissioner Paul Roma dated March 14,2017 Letter from Town of Barnstable Growth Management Department dated May 24,2017 regarding project consistency with town ordinances and LCP Specifications Sheets,Exterior Building Materials,dated 5/10/17,BUR Architects CC5 On-site photovoltaic generation/cost savings estimate by.MyGenerationEnergy Preliminary LEED Checklist for project dated 8/07/2015 Traffic Impact and Access Study iN ith Appendices,by VHB,dated January 2017,revised 3/24/17 Landscape Narrative&Turf and Landscape Maintenance Plan/Protocol dated 12/15/16 Natural Resource Inventory by Baxter Nye dated March 20,2017,including NHESP determination letter 10/2/15 Exotic Invasive Plant Species Management Plan by Baxter Nye dated June 6, 2017 Stormwater Management Report by Baxter Nye dated December 14,2016 j (StormNvater)Site Operation and Maintenance Plan by Baxter Nye dated December 14,2016 Building Tloor and Elevation Plans-BURAx•chitects • Architectural elevation renderings(N,S, E,T1O of office building iv/vertical dimensions • AR.1 Architectural Rendering—Aerial View(1 of 5) • AR-2 Architectural Rendering—Street View from Iyannough Road(2 of 5) DRI Decision—Cape Cod Five Hyannis Banking Center(CCC Rile No 17oo6) Page 27 of 31 • AR-3 Architectural Rendering-Site Entrance from Iyannough Road(3 of 5) • AR-4 Architectural Rendering-Building Entrance from North(4 of 5) • AR-5 Architectural Rendering-Courtyard View(5 of 5) • A1.o Office Building-Ground Floor Plan 1/8" • Al.i Office Building-First Floor Plan 1/8" • A1.2 Office Building-Second Floor Plan 1/8" • A1.3 Office Building-Roof/Solar Panel Plan 1/8" A2.1 Office Building-West&South elevation drawings 1/8"(10f 2) • A2.2 Office Building-East&North elevation,drawings 1/8"(2 of 2) • A2.3 Office Building-Partial West Elevation Detail w/Exterior Material Notes 1/4" • B1.o Parking Structure-Lower Level Plan 1/8" • Bl.1 Parking Structure-Grade Level Plan 1/8" • B1.2 Parking Structure-Upper Level Plan 1/8" • B2.1 Parking Structure-East&South elevation draiA ings 1/8" • B2.2 Parking Structure-West&North elevation drawings 1/8" - Civil Engineering Paclrage-Banter Nye Engineering • Co.o Cover Sheet 3/15/16 •C1.0 Legend&-General Notes rev.12/14/16 •C2.o Overall Existing Conditions Plan rev. 12/14/16 •C2.1 Existing.Conditions Plan(1 of 2)rev.12/14/16 •C2.2 Existing Conditions Plan(2 of 2)rev. 12/14/16 C3.0 Overall Layout&Dimension Plan rev.1/27/17 • C3.1 Site Distance Plan(1 of 2)rev.3/22/17 • C3.2 Site Distance Plan(2 of 2)rev.12/14/16 • C3.3 Turning Template Plan(10f 2)rev.12/14/16 • C3.4 Turning Template Plan(2 of 2)rev. 1/27/17 • C4.0 Grading&Drainage Plan rev. 1/27/17 C4.1 Grading&Drainage Notes rev. 12/14/16 • C4.2 Stormwater Details rev.12/14/16 • C4.3 SWM Enlargements&Cross Sections(1 of 4)rev. 12/14/16 • C4.4 SWM Enlargements&Cross Sections(2 of 4)rev. 12/14/16 C4.5 SV1TM Enlargements&Cross Sections(3.of 4)rev.12/14/16 • C4.6 SWM Enlargements&Cross Sections(4 of 4)rev. 1/27/17 • CS.o Utility Plan rev.1/27/17 C5.1 Utility Notes rev.12/14/16 • C6.o Details rev.12/14/16 • C6.1 Details rev. 12/14/16 •C6.2 Details reV.12/14/16 •C6.3 Cultec Recharger 33oXLHD Details rev.1?/14/16 •C6.4 Cultec Stormfilter 33o Details rev. 12/14/16 • EXII1.o (Open Space)Deed Restriction Plan,dated 6/8/17 • CONI.o Sidewalk Concept Plan,dated 6/5/17 . Landscape Plan Set by Groundworks Landscape Architecture • Li.o Overall Landscape Plan(w/plant list)rev. 6/19/17 • L2.o landscape Grading Plan dated 1/30/17 'DRI Decision-Cape Cod Five Ilyannis Banking Center(CCC File No 170o6) Page 28 of gi L2.i Grad' 0 1 Grading @ Courtyard ty d dated /3 / 7 • L3.o Layout&Materials Plan dated 1/30/17 • L3.1 Layout&Materials Plan Courtyard dated 1/30/17 • L3.2 Layout&Materials Plan @ Entry Areas dated 1/30/17 14.o Planting Plan Full Site rev. 6/19/17 • 14.1 Planting Plan Courtyard&Building Perimeter rev. 6/19/17 • L5.2 Landscape Section rev.6/19/17 L6.o Landscape Section dated 12/15/16 • Index-Plant list,Incl.sizes and landscape plan codes/abbreviations Lighting Plans-ARUP dated December 12,2016 •LS.o Overall Site Lighting Plan(1:20 scale) • 15.1 Photometric Light Level Plan(1;20 scale) i i DRI Decision--Cape Cod Five Hyannis Banking Center(CCC File No i7oo6) Page 29 of 31 Exhibit B Condition C4 Approved Project Plans Cape Cod Fii,e Headquarters,Site Lighting Fixture Schedule,ARUP&BLFRArchitects, consisting of 15 pages Exterior Lighting operational guidelines letter from Chits Raber,CC5 SVP,dated June 5,2017 Parking Zoning consistency letters from Applicant dated February 28, 2017 and from Barnstable Building Commissioner Paul Roma dated March 14,2017 Specifications Sheets,Exterior Building Materials,dated 5/10/17,BUR Architects CC5 On-site photovoltaic generation/cost saAngs estimate by MyGenerationEnergy Preliminary LEED Checklist for project dated 8/07/2015 Traffic Impact and Access Study i�ith Appendices,by VHB,dated January 2017,reirised 3/24/17 Landscape Narrative&Turf and Landscape Maintenance Plan Protocol dated 12 1 16 PP / / 5/ Natural Resource Inventory by Baxter Nye dated March 20,2017,including NHESP determination letter 10/2/15 Exotic Invasive Plant Species Management Plan by Baxter Nye dated dune 6,2017 Storm%.%rater Management Report by Baxter Nye dated December 14,2016 (Stormwater)Site Operation and Maintenance Plan by Baxter Nye dated December 14,2o16 Building Floor and Elevation Plans-BLFRArchitects Architectural elevation renderings(N,S,E,W)of office building\1=/vertical dimensions • AR.1 Architectural Rendering—Aerial View(1 of 5) • AR.2 Architectural Rendering—Street View fiom Iyannough Road(2 of 5) • AR-3 Architectural Rendering—Site Entrance from Iyannough Road(3 of 5) • AR-4 Architectural Rendering—Building Entrance from North(4 of 5) • AR-5 Architectural Rendering—Courtyard VieW(5 of 5) Y A1.o Office Building-Ground floor Plan 1/8" • A1.1 Office Building-First Floor Plan 1/8" A1.2 Office Building-Second Floor Plan 1/8" • A1.3 Office Building-Roof/Solar Panel Plan 1/8" A2.1 Office Building—West&South elevation drawings 1/8"(10f 2) • A2.2 Office Building—East&North elevation draNA ngs 1/8"(2 of 2) • A2.3 Office Building-Partial West Elevation Detail w/Exterior Material Notes V4" C Bl.o Parking Structure—Lower Level Plan 1/8" B1.Y Parking Structure—Grade Level Plan 1/8" DRI Decision—Cape Cod Five Hyannis Banking Center(CCC 141e No 170o6) Page 30 of 31 I u • B1.2 Parking Structure-Upper Level Plan 1/8" B2.1 Parking Structure-East&South elevation drawings 1/8" • B2.2 Parking Structure-West&North elevation drawings 1/8" Civil Engineering Package--Baxter Nye Engineering •Co.o Cover Sheet 3/15/16 •a Legend&General Notes rev.12/14/16 • C2.0 Overall Existing Conditions Plan rev.12/14/16 •C2.1 Existing Conditions Plan(1 of 2)rm 12/14/16 •C2.2 Existing Conditions Plan(2 of 2)rev. 12/14/16 •C3.0 Overall Layout&Dimension Plan rev. 1/27/17 • C3.1 Site Distance Plan(1 of 2)rev.3/22117 •C3.2 Site Distance Plan(2 of 2)rev.12/14/16 •C3.3 Turning Template Plan(iof 2)rev. 12/14/16 •C3.4 Turning Template Plan(2 of 2)rev, 1/27/17 • C4.o Grading&Drainage Plan rev.1/27/17 C4.1 Grading&Drainage Notes rev. 12/14/16 •C4.2 Stormivater Details rev.12/14/16 • C4.3 S ArM Enlargements&Cross Sections(i of 4)rev.12/14/16 • C4.4 S'NTM Enlargements&Cross Sections(2 of 4)rev. 12/14/16 • C4.5 SWM Enlargements&Cross Sections(3 of 4)rev.12/14/16 •C4.6 SWM Enlargements&Cross Sections(4 of 4)rev. 1/27/17 •C5.o Utility Plan rev. 1/27/17 •C5.1 Utility Notes rev. 12/14/16 • C6.o Details rev.12/14/16 •.C6.1 Details rev.12/14/16 • C6.2 Details rev.12/14/16 C6.3 Cultec Recharger 33oXLHD Details rev.12/14/16 •C6.4 Cultec Stolmfilter 33o Details rev. 12/14/16 • EXHi.o(Open Space)Deed Restriction Plan,dated 6/8/17 • CONi.o Sidewalk Concept Plan,dated 6/5/17 Landscape Plan Set by Groundworks Landscape Architecture • L1.o Overall Landscape Plan(w/plant list)rev.6/19/1.7 • L2.0 landscape Grading Plan dated 1/30/17 • L2.i Grading@ Courtyard dated 1/30/17 • L3.o Layout&Materials Plan dated 1/30/17 • L3.i Layout&Materials Plan Courtyard dated 1/30/17 • L3.2 Layout&Materials Plan @ EntiyAieas dated 1/30/17 • L4.o Planting Plan Full Site rev. 6/i9/17 • L4.1 Planting Plan Courtyard&Building Perimeter rev. 6/19/17 • L5.2 Landscape Section rev.6/i9/17 • L6.o Landscape Section dated 12/15/16 • Index-Plant list,inel.sizes and landscape plan codes/abbre-,lotions Lighting Plans-ARUP dated December 12,2oi6 •LS.o Overall Site Lighting Plan(1:20 scale) •L5.1 Photometric Light Level Plan(1:20 scale) DRI Decision-Cape Cod Five Hyannis Banking Center(CCC File No iyoo6) Page 31 of 3i II1 �a 3225 MAIN STREET • P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 • Fax (508) 362-3136 • www.capecodcommission.org COMMISSION CJ FIRST PRELIMINARY CERTIFICATE OF COMPLIANCE Re: DEMOLITION OF EXISTING SITE BUILDINGS To: Property Owner/Applicant, " The Cape Cod Five Cents Savings Bank LU c/o Attorney Andrew Singer c r'-1 26 Upper County Road, P.O. Box 67 �i Dennis Port, Mass. 02639 Re: CapeL Cod Five Hyannis Banking Center(Commission File No. 170o6) 131 Attucks Lane/1520 Iyannough Road(Route 132), Hyannis, MA 026o1 (Town Assessors Map 253 Parcel 20 and Map 254 Parcel 12 Title Reference: Deed Book 27968 Page 116; Deed Book 27968 Page 195 **DRI DECISION RECORDED WITH THE BCRD IN BOOK 3o7i6 PAGE 253** Date: October 5, 2017 This Preliminary Certificate of Compliance is hereby issued and acknowledges that the Applicant has properly complied with and satisfied the relevant terms and conditions of the above-referenced Development of Regional Impact(DRI) decision, dated July 20, 2017(DRI decision), required for issuance of this First Preliminary Certificate of Compliance, as discussed below. Pursuant to issuance of this Certificate,the Town of Barnstable Building Department may issue permits for demolition and removal of the two existing buildings on the Site. Prior to and as a condition to issuance of building permits for the proposed banking headquarters building and the parking garage,the Applicant must first request and obtain a further Preliminary Certificate/s of Compliance from the Commission evidencing compliance with the remaining terms and conditions of the DRI decision related to issuance of a Preliminary Certificate/s of Compliance and commencement of Project construction. Conditions in the DRI decision satisfied to date,in whole or part: Condition C3:The Applicant has partially satisfied this condition by obtaining(and providing copies of the same to the Commission)local Site Plan Approval, a Special Permit and a wetlands Order of Conditions. The Applicant shall provide the Commission copies of other required permits,licenses and approvals obtained,pursuant to requesting a further Preliminary Certificate/s of Compliance from the Commission. f as Condition C5a.The Applicant has confirmed that Project plans approved under town permitting are consistent with those approved under the DRI decision. Condition C5b. The Applicant has provided a letter from the Project's general contractor confirming receipt of a copy of the DRI decision. " Condition C8. The Applicant has provided the Commission a list of key Project contacts. Condition Cie. The Applicant has provided the Commission a draft deed restriction consistent with the Open Space Deed Restriction Plan referenced in the DRI decision. Condition C16. Though the Applicant has not yet satisfied this condition,the Applicant' provided the Commission an updated LEER checklist confirming that the Project design can achieve a"Gold"level of.LEED certifiability. SIGNATURE PAGE FOLLOWS First PCOC-Building.Demolition—Cape Cod Five Hyannis Banking Center(CCC File No 170o6) October 2017 Page 2 of 3 SIGNATURE Executed this 5th day of ober 2017. Jo man, Chi atory O er COMMONWEALTH OF MASSACHUSETTS Barnstable, ss October 5, 2017. Before me,the undersigned notary public;personally appeared Jonathon Idman,in his/her capacity as Chief Regulatory Officer of the Cape Cod.Commission, whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic . identification with signature issued by a federal or state governmental agency, [ ] oath or affirmation of a credible witness,or[X] personal knowledge of the undersigned. r �� JEFFREY MARK RIBEIRO Notary Public COMMONWEALTHOFMASSACHUSETTS zz My Commission Expires Notary Pu �.,+ " Oclober08. 2021 My Commission Expires: First PCOC-Building Demolition—Cape Cod Five Hyannis Banking Center(CCC File No 17Oo6) October 2017 Page 3 of 3 ;., . /S�v :y��..n 3225 MAIN STREET P.O BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 • Fax (508) 362-3136 • www.capecodcommission.org COMMISSION TO: Town of Barnstable Town Clerk, Building Inspector,Town Planner, Planning Board, Conservation Commission, Board of Health, Board of Appeals, and DRI Liaison FROM: Gail Hanley, Clerk of the Commission SUBJECT: Cape Cod Five Hyannis Banking Center Modification Type 1 to the Development of Regional Impact Decision TR17oo6 DATE: April 24, 2o18 Enclosed please find a copy of the Modification Type 1 to the Development of Regional Impact Decision for the Cape Cod Five Hyannis Banking Center project that was approved by the Cape Cod Commission on April 23, 2018. Should you have any questions, please do not hesitate to contact our office. a «, V I # W, CD rn W 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 C(i CAPE COD (508) 362-3828 • Fax (508) 362-3136 . www.capecodcommission.org .COMMISSION DEVELOPMENT OF REGIONAL IMPACT MINOR MODIFICATION TYPE 1 CAPE COD FIVE HYANNIS, BANKING CENTER Date: April 3 , 2018 To: Property Owner/Applicant, The Cape Cod Five Cents Savings Bank c/o Attorney Andrew Singer 26 Upper County Road, P.O. Box 67 Dennis Port, Mass. 02639 Project Cape Cod Five Hyannis Banking Center(Commission File No. 170o6) Project Site: 131 Attucks Lane/1520 Iyannough Road(Route 132), Hyannis, MA 026o1 Shown as"Proposed Parcel D"on ANR plan recorded in BCRD Plan Book 675 Page 2 Title Reference: BCRD Deed Book 27968 Page n6; BCRD Deed Book 27968 Page 195; BCRD Deed Book 30900 Page 137 **DRI DECISION RECORDED WITH THE BCRD IN BOOK 3o716 PAGE 253** DISCUSSION - The Commission issued a Development of Regional Impact decision,with conditions, approving the Project,which primarily involves construction of a 78,22o-square-foot office building, structured parking garage, and associated on-site and off site improvements at the Project Site. After commencement of Project construction,The Cape Cod Five Cents Savings Bank("Cape Cod Five") acquired the property immediately abutting the Project Site to its west, addressed as 1582 Route 132/Iyannough Road(town assessors map 254 parcel 14),which is improved with a retail bank building containing a drive-through. The Project was approved with a drive-through in the office building; Cape Cod Five will use the neighboring property for drive-up banking services,and no longer proposes a drive-through as part of the Project. Cape Cod Five Hyannis Banking Center DRI Minor Modification Type#1—April 2o18 Page 1 of 4 As a result of eliminating the drive-through facilities from the Attucks Lane faeade of the office building, Cape Cod Five proposes some alterations to this building faeade, along with a row of parking spaces and landscaping in place of the drive-through facilities. With the acquisition of the adjoining property, Cape Cod Five proposes to readjust the common lot line between the Project site and adjoining property. Cape Cod Five has received approval from the Barnstable Planning Board to readjust this common lot line, and add approximately 19,149 sq ft of land area to the Project Site from the adjoining property. The Project Site,which includes this additional area,is now that land shown as "Proposed Parcel D"on the Approval Not Required(ANR) Plan endorsed by the Planning Board and referenced herein. In light of the lot line adjustment and this additional land area, Cape Cod Five proposes to reconfigure the approved parking garage. The parking garage is now proposed to be lower in height by eliminating the top level, set back farther from Attucks Lane,but with a longer footprint. Cape Cod Five has proposed additional landscaping along Attucks Lane as a visual buffer for the reconfigured parking garage. With the loss of the parking spaces from the formerly proposed top level of the parking garage,and with the addition of some surface parking spaces,there is now a net reduction of four spaces from the previously approved plans (357 spaces formerly approved vs. 353 spaces now proposed). Finally, Cape Cod Five proposes both vehicular and pedestrian interconnections from the Project Site to the adjoining property. The vehicular interconnection between the properties is proposed through the reconfigured parking garage. Cape Cod Five has received all local discretionary permits and approvals for these proposed changes to the Project. MODIFICATION TO THE DRI DECISION Pursuant to Section 13 of the Cape Cod Commission's(Commission) Enabling Regulations Governing Review of Developments of Regional Impact(Revised November 2014,with Revised Fee Schedule Effective July 1, 2017),the Development of Regional Impact(DRI) decision dated July 20, 2017 for the above-referenced Project("DRI Decision")is hereby amended as a Minor Modification Type 1 to allow de minimus changes to the approved Project as discussed herein. The proposed project changes will not result in any new, substantially different or increased adverse impacts to the resources and values protected in the Commission Act or the Cape Cod Regional Policy Plan.All findings and conditions attached to the original DRI decision continue to apply except as modified herein. This decision modifies the DRI Decision for the purpose of incorporating the revised plans', which depict the site and building changes for the Project discussed above, into the Approved Project Plans referenced in Condition C4 and Exhibit B of the DRI Decision, to either supplement or substitute for, as the context admits, certain of the previously approved Project plans. The Project shall be undertaken, constructed, operated, and maintained in accordance with said Approved Project Plans, as revised. To the extent there is conflict between specific provisions of this decision and the DRI Decision,the specific provisions of this decision shall control. (Signature page follows) 'See Exhibit A attached hereto and made a part hereof. Cape Cod Five Hyannis Banking Center DRI Minor Modification Type 1—April 2018 Page 2 of 4 i SIGNATURE(S) Executed this ;1 day of April 2018. ' For the Cape Cod Commission By: Kristy Sena.ori,its Acting Executive Director COMMONWEALTH,OF MASSACHUSETTS Barnstable, ss April OU , 2o18 Before me,the undersigned notary public,personally appeared Kristy Senatori in her capacity as Acting Executive Director of the Cape Cod Commission,whose name is signed on the preceding document, and such person acknowledged to me that she signed such document voluntarily for its stated purpose on behalf of the Cape Cod Commission. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic identification with signature issued by a federal or state governmental agency, [ ] oath or affirmation of a credible witness, or[X ] personal knowledge of the undersigned. GAIL p HANLEY Notary Public COMMONWEALTH OF MASSACHUSETiS My Commission Expires September 28,2018 Notary Public SEAL Cape Cod Five Hyannis Banking Center DRI Minor Modification Type 17 April 2018 Page 3 of 4 CAPE COD FIVE HYANNIS BANKING CENTER DRI MINOR MODIFICATION TYPE 1 DECISION EXHIBIT A-REVISIONS TO APPROVED PROJECT PLANS" • Civil Engineering Package -Baxter Nye Engineering o C2.o Existing Conditions Plan dated 1/16/18 o C3..o Layout and Dimensions Plan with Overlay dated 3/6/18 o C .1 Layout and Dimensions Plan dated 18 3 Y 4/4/ o C3.6 Sidewalk Plan dated 4/4/18 o C4.o Grading and Drainage Plan dated 3/22/18 o C4.7 SWM Enlargements and Cross-Sections dated 4/13/18 o C5.0 Utility Plan dated 1/16/18 • Stormwater Management Report by Baxter Nye revised dated January 16, 2o18 • Cape Cod Five Hyannis Banking Center,Main Building Exterior Elevations and Renderings (Revised-Drive Canopy Removed), Sheets A2oi&A302,by BLFR Architects, Inc. and Stantec, dated 1/22/18 • Cape Cod Five Hyannis Banking Center, Parking Garage Elevations and Floor Plans (Revised), Sheets Aioi,A102&A20i,by Walker Consultants, dated 1/22/18 • Approval Not Required Plan of Land, The Cape Cod Five Cents Savings Bank, 1520 Iyannough Road&1582 Iyannough Road by Baxter Nye, dated February 16, 2018, endorsed 2/26/18, recorded with the Barnstable County Registry of Deeds in Plan Book 675 Page 2 • Section and Elevation, "Vegetation Screening at Garage,"by Jenick Studio, Mashpee,MA dated 3/26/18 • Landscape/Planting Plan Set by Jenick Studios,Mashpee,MA o Cover Sheet dated 3/18/18 o L-ool General Information dated 3/13/18 o L-1o1 Site Plan dated 3%13/18 o L-401 Vegetation Management Plan dated 4/13/18 o L-402 Planting Plan: Courtyard dated 3/13/18 o L-403 Planting Plan: Main Entry dated 3/13/18 o L-404 Planting Plan: Service Entry dated 3/13/18 o L-405 Planting Plan: Naturalized Area 1 dated 4/13/18 o L-4o6 Planting Plan: Naturalized Area 2&3 dated 3/25/18 o L-407 Planting Plan: Naturalized Area 3 dated 3/25/18 o L-501 Irrigation Plan dated 3/13/18 o L-6o6 Planting Details: Plant Observation and Correction dated 3/13/18 o L-607 Planting Details: Soil Amendment dated 3/13/18 o L-6o8 Planting Details: Plant Installation dated 3/13/18 • Cultec Stormfilter 330 Water Quality Unit,Manufacturer Specifications, consisting of five(5)sheets Cape Cod Five Hyannis Banking Center DRI Minor Modification Type 1-April 2018 Page 4 of 4 Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Tel:(508)398-2221 Fax:(508)398-1568 Myer R. Singer www.singer-law.com Of Counsel =� O April 10, 2018 C3 D- Barnstable Zoning Board of Appeals Growth Management Department 200 Main Street 03 M Hyannis, MA 02601 Re: Board of Appeals No. 2018-011/The Cape Cod Five Cents Savings Bank Dear Board of Appeals, Enclosed please find a copy of the Board's Decision for the above referenced matter which was recorded with the Barnstable County Registry of Deeds in Book 31190, Page 307, on April 10, 2018 for the property located ate 2Q.Iya uonn gh Road and 131 Attucks Lane,Hyannis. Very.truly yours, 'SWlG---Ag Susan Hunt for Andrew L. Singer Enclosure Copy to: Building Department w/enclosure 8 k . 31 190 Ps 307 16264 e34-113-20 1 13.9 10 CL Y d 4 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2018-011 -The Cape Cod Five Cents Savings Bank Modification of Special Permit 2017-060 Section 240-93.Nonconforming buildings or structures not used as single or two-family dwellings,, and if necessary, Section 240-25 (C) -Conditional Uses in the Highway Business District To eliminate the drive-through window and ATM, reconfigure and lower the appearance of the . parking structure, add parking and adjust landscaping Summary: Granted with Conditions Applicant: The Cape Cod Five Cents Savings Bank - 19 West Road, Orleans, MA Property Address: 1520 lyannough Road and 131 Attucks Lane, Hyannis Assessor's Map/Parcel: 253/020-T00, 253/020-H00, 253/020-1300,254/012 Zoning District: Highway Business (HB), Wellhead Protection District (WP) Hearing Date: February 14, 2018 Recording Information: Book 27968 Page 116 Lots A&B on 76111 Book 27968, Page 195 397/15 Background C. The Cape Cod Five Cents Savings Bank sought a modification of Special Permit No. 2017-060 or a new Special Permit to alter the previously approved bank/parking structure redevelopment design pursuant to � Chapter 240-93 Nonconforming buildings or structures not used as single or two-family dwellings and if ►� , necessary, pursuant to Section 240-25 (C) .HB District. The Applicant proposes to eliminate the drive �,9 through window and ATM, reconfigure and lower the appearance of the parking structure, add parking in N(_ the area of the former drive-up window and ATM, and adjust the landscaping around the reconfigured parking structure and building. Also proposed is a vehicular interconnection between the two properties. The property is located at 1520 lyannough Road (Route 132) Hyannis,.MA as shown on Assessors Map 253 Parcel 020-T00, Map 253 Parcel 020-H00, Map 253 Parcel 020-B00, Map 254 Parcel 012. It is located in the Highway Business (HB)Zoning District. The roe 'p p rty, which is located in the Highway Business (HB) Zoning District and totals 8.7 acres of land,. G- was improved with a retail.building, previously housing an Ethan Allen Furniture store and Mid-Cape Home Design Center, and an adjacent office building that had been used by the Applicant. The buildings and site improvements on the property were pre-existing nonconforming as to front setbacks,parking space size, front landscape buffers, and possibly parking space location. The property had four curb cuts, two each on Route 132 and Attucks Lane. The site is currently under construction as allowed by Special Permit No. 2017-060. Procedural & Hearing Summary Special Permit Application No. 2018-011 for a modification. of Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design was filed at the Town. Clerk's office and office of the Zoning Board of Appeals on January 22, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 14, 2018, at which time the Board found to grant the Special Permit subject to conditions. Board members deciding on this application were David Hirsch, Herbert Bodensiek,Jacob Dewey and Paul Pinard. The hearing was opened on February 14, 2018 with Attorney Andrew Singer representing the applicant: Also present were Matt Eddy of Baxter Nye Engineering, Chris Raber of Cape Cod Five, and Kurt Raber from Brown Lindquist Fenuccio and Raber Architects. Attorney Singer gave a brief description of the ,y Town'of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-011 Cape Cod Five Cents Savings Bank proposed modifications and stated the Drive-through and ATM will be eliminated and parking will be substituted, the parking garage will be redesigned and lowered, there will be an interconnect between the two lots, landscaping will be adjusted, and the lots lines will be altered making this lot larger. The redesign of the parking garage will have less visual impact. He concluded his presentation by describing the importance of this site as it is a gateway to Hyannis and the applicant is committed to create a more attractive, environmentally friendly, and functional corporate headquarters on these adjacent lots. The Board Chair asked for public comment and no testimony was given: Findings of Fact At the hearing on February 14, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-011, a request to modify Special Permit No. 2017-060 to alter the previously approved bank/parking structure redevelopment design: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Eliminating the drive-through window and ATM eliminates the need for.a Conditional Use Special Permit. This is a modification of conditions of Special Permit No. 2017-060 for relief . granted under Section 240-93. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the. neighborhood affected. The Board.found this modification of design has no negative impacts on the overall project and lowering the parking garage will improve the visual impact. 3. A Site Plan has been reviewed and found approvable with conditions as evidenced by a letter dated February 7, 2018. 4. Such uses do not substantially adversely affect the public health, safety, welfare, comfort or convenience of the community. The vote to accept the findings was: AYE: David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-011 is granted to The Cape Cod Five Savings Bank for a modification of . Conditional Use Special Permit 2017-060 for the elimination of the drive-through and ATM, reconfiguring and lowering the parking structure, adding parking and adjusting the landscaping. The property is located at 1520 lyannough Road and 131 Attucks Lane, Hyannis, MA. 2. Special Permit No. 2017-060 Condition No. 2.shall be modified as shown on the site plan entitled "1520 lyannough Road and 131 Attucks Lane Hyannis MA 02601 by Baxter Nye Engineering and Surveying dated June 19, 2015 with last revision date of January 16, 2018 and architectural design plans by Brown Lindquist Fenuccio Raber Architects, Inc. 3. All conditions set forth in Special Permit No. 2017-060shall remain in full force and effect: 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Herbert Bodensiek, Jacob Dewey and Paul Pinard NAY: None Page 2 of 3 2 r' Towri of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2018-011 Cape Cod Five Cents Savings Bank Ordered Special Permit No. 2018-011 to modify Special Permit No. 2.017-060 to alter the previously approved bank/parking structure redevelopment by eliminating the drive through window and ATM, reconfiguring and lowering the appearance of the parking structure, adding parking in the area of the former drive-up window and ATM, and adjusting the landscaping around the reconfigured parking structure and.building as well as a vehicular interconnection between the two properties at 1520 lyannough Road, Hyannis has been granted. This decision must be recorded at the Barnstable Registry of heeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if'any, shall be made pursuant to MGL Chapter 40A, Section 17 within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk: Z Z ,Za -© vid-IdiFseh,�tiee-ehEft �L�x/+? &ML4 rbS N)t Date Sig ed Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, here by certify that twenty(20).days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this Z �* day of Z y A under the pains and penalties of perjury. Ann Quirk, Town Clerk u, a , ' '. - / i- 6 ,try° gg��y yl� F � •. id� y ' _ 4 Page 3 of 3 3 Town of Barnstable Assessing Division hugs. �°rso39ar4 367 Main Street,Hyannis MA 02601 www.town ofba rnstablems , Office: 508-862-40.22 Edward F O'Neil,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-B00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. 'J. f Board of Assessors Town of Barnstable h I 112 312 0 1 8 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map Parcel(s): '253020B00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within'300 feet ring of the subject lot. Total Count: 14 Close Map 8,Parcel Owners Owner2 Addressl Address Mailing 2 Country Deed' CltyStateZlp 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 25547/107 LLC ROAD/RTE132 02601 SIXTY NORTH STREET OSTERVILLE MA 253016 SILVIA,FLOYD]TR REALTY TRUST P O BOX 430 02655 23358/25 a 253018601 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 LLC 02655 SIXTY NORTH STREET OSTERVILLE,MA ` 253019B00 SILVIA,FLOYD J TR P O BOX 430 23358/25 REALTY TRUST •. 02655 253019T00 SILVIA,FLOYD J TR SIXTY NORTH STREET P&BOX 430 OSTERVILLE,MA 23358/25 REALTY TRUST 02655 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 q. CAPE COD 5CENTS ORLEANS MA 253020H00 19 WEST ROAD ' 27968/116 SAVINGS BANK 02653 CAPE COD 5 CENTS ORLEANS MA 253020T00 19 WEST ROAD 27968/116 SAVINGS BANK 02653 � I CAPE COD 5 CENTS ORLEANS,MA 254012 19 WEST ROAD 27468/195 SAVINGS BANK 02653 CAPE COD FIVE ORLEANS MA 254014 19 WEST ROAD 30900/137 CENTS SAVINGS BANK 02653 i BARNSTABLE,TOWN HYANNIS,MA 254016 OF(LB) 367 MAIN STREET 02601 20061/347 BARNSTABLE FIRE BARNSTABLE,MA 254018 PO BOX 546 2070/91 DISTRICT 02630 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA'FL 26549/58 32177 275001 BARNSTABLE LAND P 0 BOX 224 COTUIT,MA 02635 11541134, TRUST INC This list by itself does NOT constitute a certified list of abutters and Is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 112312018. http://maps.townofbamstable.us/arcims/appgeoapplAbutterReport.aspx?type=ZBA 111 R I l 6 Town of Barnstable Geographic Information System January 23,2018 - c - - - 276002 6.- #1431 - - - - - -80 275058 =`• 254 18 1- # 14 •254 L+%r 't fir v uG' :I. 2540 1 •r:•. rlr- 15 r%r - �r •i}J?r,'^/ 275006 [/-„t i'r/y'�f%::; P:=r�:1i":=`a':r::�_.yi; ii'?,irh� •.%,';:•,:j' .F/vY...�,, - - - -'.•:r�,•r/;r��%i>% ';(r:•:_�, :,irtr�c4...t,: dvii!✓..'�%6%.art/,...:%�-%`� - - !.. r r'? j ' - - �f. / l•. >l. r:- r/ s5ts2rr 254 030 - - .,. •ems!:./- •,2750 1� 253017X11 •r.: #0 - -- '1 .• #1631 is o' - 25302UBQ _ - 53 17X09 t:r;. it�:•':�'.:i _ 253017X 13i%%:#1615 253017 Q 3 X # 2 30 7X -Sl• -1635 -- T 59 ;Tf3 T - 274003001 6 fi#1 O1 a :yn•:::�; ''y'r;.;�;%%-';:: srr - �''!�/.: 'r/.•. if":'r!�' f ':1.. 'J ./tic.,'/.rY-"rr:.:•::'..::.•...•.:... C - 30 25 17X10 r:/: '#1615 f #1585 '98r .%�6i. � �i,-.e--��-_. 214003 rf. 253017X08 ,,,J.�fl5j,;: /. ;1:�4=`:r rr - 1'/`..,�„�,rc;. #210 - #1 53017X1 -2 4 01 2530117=2 -�=7 - - %TY, 016 85 r r. .rrrN� 53 17X12 :.i 'O�` / 4201=it]0 ':/ •rrr. %'.`� "•"!'�' G'r�.l,',. '�i' .:�r:%i 4001''::':':.ic=:•.:; %l Gi i�';';or, ;;�!253D..QO%.',a,�. :,...... - - #1631 263017XOS r/ir{�Y/ !i./i/.% /! " '''`' 27 3��; 27400 002 /r. /,,..#s1527//..:i: .n,. /a>:%%vr.' •`,. C 1470' -'(f.-,,;� ,f.7 .ti/./.. r%.ram..!., %'�%="=�:,/--.--_•:...• - - t 2740,25 5417 00 , 2 T - i.. #1 01 253017X04 - 7 / 01591 - - - - 274002 i 253016 := #1436 253014X04'.- 3014X03 253015 #1481::'' #1481 253018001•.• 274D16X03 "vYy #0 - G G - 253014X0 O 1 #1471 2 40-V #1449 .m. ? 27401SX01 #0 274029 253019TOOi•':, ='` 253 01 3 001CND #t441 2�S#3007 =: :#1575;`;;; #817 274038 . - V 0 1 Feet 2530#13002 27402tCND E#1411 27401SX04 #1431 #0 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map;253 Parcel'020B00 ZOrllOg BOard.Of Appeals(ZBA) - boundarydetarminalionor regulatorylnterpretatiort Enlargementsbeyond,3scaleof Selected P8rC81 1°=1DD'may not meet established map accuracy standards The parcel tines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphicrepnsentatlons of Assassof6 tax parcels.They are not true property any public Or private street or way and abutters to abutters. Notification of all. Abutters 'W-�.'� :E boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring Of the subject lot. such as building locations. Buffet °F.Hero Town of Barnstable I E 8ANNSTAHLE, : Assessing Division MASS. $ 367 plain Street,Hyannis MA 02601 FD MA'S www.townotba rnstablems Office: 508-862-4022 Edward F O'Neil,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION W DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) 253-020-H00 1520 lyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear l on the most recent tax list with mailing addresses supplied. PP N f J l f. Board of Assessors Town of Barnstable 1/23./2018 AbulterReport Zoning Board of Appeals (ZBA) Abutter List for Map P r t a ce /s 2 53020H00 Parties of interest are those directly opposite subject lot on any public or private street or way 1 and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. , 6 Total Count: 10 ` J Close Map&Parcel OWner1 Omrner2 AddYassi Address 2 Mailing Country Deed CityState2ip 253014XOI SHALLOW POND C/O KELLER COMPANY 1436 IYANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3, 02601 € 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREETTRUST 1645 NEWTOWN RD COTULT,MA 02635. 20399/50. 1 253014X04 CENTERVILLE LLCTR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT MA 02635 20399/50 9 TRUST' 253018001 CAC COD CENTER 1284A MAIN STREET OSTER02655 VILLE,MA. 22672/302 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 e CAPE COD 5 CENTS ORLEANS,MA 253020H00 SAVINGS BANK 19 WEST 02653 27§681116 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 279681116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 28549/58 32177 GLOBAL COMPANIES C/O ALLIANCE ENERGY ATTN:TAX 15 NORTHEAST BRANFORD,CT 274020 LLC LLC DEPARTMENT INDUSTRIAL 06405 24811/64 ROAD This Ilst by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutter$is required,contact the Assessing Division to have this list certified.The owner and address data on this list Is from the Town of Barnstable Assessor's database as of 1/2 312 0 1 8. t http:l/maps.townofbamstable.uslarcimslappgeoapp/AbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System January 23,2018 2 015 264016 275005 #10 #0 a7-rUC/CS L I 254018 U�2574-014 - #i582 - 275001 -- _ _ -- v`{%:,`YT a!r,fir%r '•,',": --253020800 #.1520 P`✓` 275002 #1431 253017X01 ,: •r- Y. ::.;r2 #1585 ''3Y - _ ii.'Gij;{-c'=!r..' % ' s �/. 274 0 03 0 0 1 263019600 f lf.: 'ivc.;/ ! i; /,..•.-...,.•-:::- .:—/<';ir /�r,;. :;;;a J::%% 274003 +#1575 ?<':Y/uf.., ii % ?/ >,.f if.':.'�J'r'✓,f ✓' - - #210 ' J1-:•. �il'J✓::/ +CFI j: .:/._J.. .-.f..J.�.- --_- 253017X02 •:r,/ oo • >� '%:'�t32QTt10•�: %'i': .r:1..�:'.:/�r./r/T�/.f� - - -- ;:;�`F52fi"• %%s %/is s' '%��' 'v 1Y•i!7•.�i`'%i�/ i274001: - -- - ,.lr .� •r4 Z74003002 vm •:::: / //J f•. #215 274025 #241 263017X04 274002 59 :�/•i'•#i 1 - V. ':� .r.://:'•�r jai: e,slS 'rS %:it: %% /t, #1436 253019T00 01555 •;; 253075 253014X04 ia4$1'� i%%'%% #1575 #1545 #1481. :.`.;' •',•, 'i!' Z74016X03 O :=253014X02'.:_ - es ,...#1449::•:;i' F #1471'-:]fi;'_ - m :'E' :: is :: 7 274016X01 #0 274029 � '• #�41 253013001CND ? #817 r 274038 #1411 274016X04 0 274021 CND #6" 112 Feet #1431 - - 2530130D2 #3 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:263 Parcel:020H00 Zoning Board of Appeals(ZBA) El - boundarydetermination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel V=100•may not meet established map accuracy standards.The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite Subject lot on • are only graphic representations ofAssessors tax parcels.They are not we property any public or private street or way and abutters to abutters. Notification of all Abutters' boundaries and do not represent accurate relationships to physical features on the map properties Within 300 feet Ting of the subject lot, j such as building locations. Buffer Y i F,HEr � Town of Barnstable 4 Haas. Assessing Division �bl 1bJy.A1� 367 Main Street,Hyannis MA 02601 . ED MAC www.townofba rnstable:us Office: 508-862-4022 Edward F O'Neil,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 RE: Adjacent Abutters List For Parcel(s) :253-020-T00 1520 lyannough Rd Hyannis, Ma 02601 _ I f PI As requested, t hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable F i 1/23/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map Parcel(s): '253020T00' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. i Total Count: 11 Close Mailing Map&Parcel Ownerl Owner2 Addressl Address 2 CTYyStaiezij� Country Deed 253014XOI SHALLOW POND C/O KELLER COMPANY 1436IYANNOUGH HYANNIS,MA 22428/106 PROFESSIONAL LLC RD/RTE 132,U3 02601 253014X03 CENTERVILLE LLC TR HYANNIS MAIN STREET '1645 NEWTOWN RD COTUM MA 02635 20399/50 TRUST 25301004 CENTERVILLE LLC.TR HYANNIS MAIN STREET 1645 NEWTOWN RD COTUIT,MA 02635 20399/SO TRUST 253015 LAKESIDE CENTER 1436IYANNOUGH HYANNIS,MA 25547/107 LLC ROAD/RTE132 02601 253018001 CAPE COD CENTER 1284A MAIN STREET OSTERVILLE,MA 22672/302 LLC 02655 { 253020B00 CAPE COD 5 CENTS .19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD' ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 254014 CAPE COD FIVE 19 WEST ROAD ORLEANS,MA 30900/137 CENTS SAVINGS BANK 02653 274001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA,FL 28549/58 32177 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certifled,The owner and address data on this list Is from the Town of Barnstable Assessor's database as of 1123/2018. I i http://maps.townofbarnstable.us/arcims/appgeoapplAbutterReport.aspx?type=ZBA 1/1 Town of Barnstable Geographic Information System January 23,2018 254015 254016 275005 #10 #0 47 rucsss c.ne 2saol a - _ zy>"•n - - -04 _ 275001 a"�®If:ivy`•:?=�::;:.;a1 "7';" ,%''- 52 f,/ f,/r..• r>r'�,r/' ..1%sir' r� •�'>t':•::�i r•r/I-Y 'r f✓ffilF.(�. .;Y' r y;:';f...:.i':'fj.::. 253017X 253017X03 ': �/r ;• l j r5f/f / i GC!,?„ ti� r�i{1� ', 01 :j'.::;i f::c,r.2,':•. #1601 #1591rrx. � ;✓/'% Jv' %jif:f::3( :•aR:`:itii rC.:?;:. -sf:� �� ,/,• ._�>. .1;.;;^,''ice';:-:_:•:•.:-:.=: T. i%%iii'/. ,�. -''^ir?,='1.1:r!%`^r�ir. :'f,'.'f:`''Sirr�: , „ �:�F� �Fr:,•.�ih y`7:- - 253017X01� =.�•.,5,_/.r,> ./t.., ��rf.:r;l.r%✓i.' �.• :f;,�•:rlci-"�':::i:: #1685 2740D3 253019B00 >/.. r,, r.�r•}+LfT.rC�_ �i - r�/_.,, - - f Ski'++: l'> ..;, ,�; ::f3•� ri f /i='/ilk 253017X 2 •o. -`r253 20�00I%: is ✓ "1585 ,� r,; 253017X0 _ 2 1595 ] 1 r.1 r•-. - r.;�' .%•, f.i%;.;fir•:• - r. 274026 5i. 2%ice J # 4 253017XD4 - :Fc% ;.�; .,.;::!:.;:;,' ;`i;i. - - - •/Tr%� - ' is i s:r. rsw>;::c;s;�.;.r;::.:� - -%' ice'<�X% ;! #1691 - r>y.: /r•'r 247 002 - 253016 1 - %?: U> _ �'.�:�. #- 436 253015 253014X1S4." 148rc'=-.'' ' #1545 0 6 0 253019T00 #1481.- 274 1 X 3 #0 #1575 i 253018001 i:-.. --•. O .i: ..2530 X01 -1 'Y 7a 274016X01 == 4 - - a G #0 - - - `274020 y q - - - #t449 O 253014X02'•;. ® i W 274029 �' 253013001CNID #817 T 274038 A #141i 274016X04 274021 CN D #0 y ^� 91431 O . 112 Feet 253013002 - - - #3 a planning It is not adequate for legal Map: Parcel: BoardofA Appeals ZBA Selected Parcel N DISCLAIMERS:This ma is for tannin P 9 PP ( ) boundary determ nation or regulatory interpretation. Enlargements beyond a scale of Abutter Type-Parties of Interest are those directly opposite subject lot on V--100'may not meet established map accuracy standards.The parcel Ones on this map A' are only graphic representations of Assessor's tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. r such as building locations. - - - Buffer - ftHE► Town of Barnstable I a ' HARNSTABIE, s Assessing Division y MARS. �ArF41;g,p' 367 Main Street,Hyannis MA 02601 www.townorba rnstable.us Office: 508-862-4022 Edward F O'Neil,MAA FAX; 508-862-4722 Director of Assessing I . G ABUTTERS LIST CERTIFICATION DATE:January 31, 2018 I i RE: Adjacent Abutters List For Parcel(s) :254-012 1520 Iyannough Rd Hyannis, Ma 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable - i 1/23/2018 AbulterReport g . F Zoning board of Appeals (ZBA) Abutter List for Map Parcel(s): '254012' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 12 - Close , Map&Peirce! Ownerl Ov�ner2 Addressl Address 2 Moiling CKVState2ip Country Deed 253020B00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020H00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/116 SAVINGS BANK 02653 253020T00 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 279681116 SAVINGS BANK 02653 254012 CAPE COD 5 CENTS 19 WEST ROAD ORLEANS,MA 27968/195 SAVINGS BANK 02653 254016 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 20061/347 OF(LB) 02601 254018 BARNSTABLE FIRE PO BOX 546 BARNSTABLE,MA 2070/91 DISTRICT 02630 FL 279001 CAPE COD HOTEL LLC 201 N 1ST STREET PALATKA, 28549/58 32177 GRIFFIN,DANIEL M]R 10 WIANNO AVE OSTERVILLE,MA 274002 TR DMG REALTY TRUST SUITE 2 02655 27655/316 274003 MUSHINSKY,ALBERT] 40 WOODMERE RD FRAMINGHAM,MA 3149/118 01701 139 SHALLOW POND CENTERVILLE,MA 274025 ]ONES,DAVID A TR DAVID A]ONES TRUST DR 02632 21241/27 275001 BARNSTABLE LAND P O BOX 224 COTUIT,.MA 02635 11541/34 TRUST INC 275005 BARNSTABLE LAND P O BOX 224 COTUIT,MA 02635 11606/86 TRUST INC This list by Itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified lisl of abutters is required,contact the Assessing Division to•have this list certified.The owner and address data on this list Is from the Town of Barnstable Assessors database as of 1/2 312 01 8, http://maps.townofbaTnstable.us/arcims/appgeoapplAbutterReport.aspx?type=ZBA 1/1 C Town of Barnstable Geographic Information System January 23,2018 27 002 #_ g - - - 275058 14 1 #114 54 1 -264D16._:;,; - r r. <,r - - rf / l- 025 IF. - - ice•'r%" ' - Y - .r 'iC r`a t:F /n j/,^.'iGi'�%ice ;,, : .f.-_/- •�": - -= - _ Fr.r a' J / err/'•. - - / r i .r. 1 � - rig" S'-',T,,,. •/' / Jl' #1582 - ri ::�• S-. 1' .yi../ i-%%i';l:riYi"%... :.;r:E:::.:':is:='•�:.:��: .ram.. �. { •/r •'l-ice' /,1 �ry is tiYr ii i''/ - "/lC'/'/. 274005 1575 r• 274003 r. i r - r� 274003001 230 r u%k'• `%ice' •�: 'r- -ic=,- /- 7w 253019TD0 /%iir"'✓%%%� '520'-+'= •�'-;:i:>: ;'%�'i i 41575 !%//%/r. >%%i/r. �!3 I is %' F.%; %y ;;!.;;^.;..;:.:. .•;,i 274003002 0250 •9 .. / ;../r��irly./fi l ��7Q%/..%:.%j ,y�,;,;'/,y: s.•:.y.r ::'';;• '' r/". r,<;rJi r I/%/%/i;/. /,.;q _ / ' '"�',�'r,-•,-.".£�.;s, ' y0, '%/��i,/%�/ii:.%/,r'/.i//F% 'r:- •may;;�.l>✓.r"l',l�ffJ .l //Ir.�/,,l!%::;Co!;.:•l•<.:�.^.r .('..::: -- G •,f,. /i•j'/,•4y"�. /�i.1l-'./l r 1./ l-,rr_' : i�a'.it.i:1�' - - •� /;'.;,!:; :%! !��%y�r fy:.. ''Tyr 'r%><;j-a%i'••�!;��;�. 274003003 %/%/ ff Y �: rt �' 'va,'la,;S; '#241'd:•.. 25301t3 ,r,/i; f; - .1.r, ti%i%. %`•. ./. .+.-�'! - - #1555. - .? ? - _- ---- - - - - 274016X01 Lr:274002 - = #0 253015 1545 i>:#1438:':•,.,c.Fi;`.' i;_;i•t :i?:f :.:`:" :. # ® 253018001 - #1613 f253014X03 263014X04 #1481 #1481 27401SX03 �11290 #U2531471 253014X01 1/ Feet #1471 #1471 DISCLAIMERS:This map Is for planning purpose s,only. It is not adequate for legal Map:254 'Parcel:014 Zoning Board of Appeals(ZBA) boundary detemilnatlon or regulatory Interpretatlon..Enlargements beyond a scale of - Selected Parcel - 1"-100'may not meet established map accuracy standards.The parcel fines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on _ are only graphic representations of Assessor's tax parcels.They are not true property any public or private street or way and abutters t0 abutters. Notification of Abutters E boundaries and do not represent accurate relationships to physical features.on the map properties Within 300feet ring of the subject lot. .'.l• - suchasbuilding locations. - Buffer 1 r r r 1 TpwnatBarnstable �t ' »•• Town:ofBarns tab!ejf sit nti� r2omn6 Board.pGAppeals ', d Zoning.Board of Appeals? fir, •a > Notice of Pubic Hearings under the Zanmg Ordinance Notce of:Public Hearings under ihd Zanmg Ordinance--i �, February.14,2018 February 14 2018;, To all persons interested in or affected by the actions of the•Zoning To all persons Interested.in'.oraffected by the actions ofthe Zoning Board of Appeals,you are hereby notified,pursuant to Section of Board.of Appeals;yoware It notified,pursuant to Section 11 ot; Chapter 40A of the General Laws of the Commonwealth.pi:Massa-- Chapter 40A of the General Laws of the Commonwealth sof Massa chusetts,and all amendments'thereto,that a public hearing on the chusetts,:and all amendments thereto,that.'a public hearmg"ort the_; following appeals will be held on Wednesday,fehruary 14,2018,at following appeals will be held do Wednesday February 14 2018 at, the time Indicated: the time indicated: s+ s 7:00 PM Appeal No.2018 009 259 North Street;LLC; `7:00 PM Appeal No'2018-009 259 North Street LLC 259 North Street LLC has petit;iikd fora Use'Viriance pursuant 259 North Street,:LLC has petitioned fora Use Variance pursuant to Section 240241 3'A,.(1)HVB Hyannis VIIIage.Business,;DistricL. to'Section 240-2'4.1.3.A.(1)HVB Hyannis Village Buslness Dlstrict. The pefitioner is requesting relief'tto-allow for medical office use The.petitioner-Is--requesting relief to allow for medical_-offoe:use where, currently, medical office"use:is not a permitted>useanithe where;currently,.rnedical,'office use.Is'not'a permdted'.Use. ingte. HVB.The property is located at'259}North Street,Hyannis,WA.as HVB:The property is:°located at 259 North Street,,Hyihnis MA:,as shown on Assessor's Map'308 as Parce(073.002.'`It islocated'in the shown on Assessors Map 308 as Parce1,073.002,:It Is tocated Oftie Hyannis Village Business,,(HVB)Zoning District i Hyannis Village Business(HUB)Zoning District 7:01 PM -Appeal No.2018 013 ToWeiNarth DevellopmentLLC 7 01`PM Appeal No 2018-013 TowerNorth Development LLC TowerNorth Development LLC 7as petitioned for a Variance:.our-. ToweiNorth;Develapment,LLC has petitioned far aVanance pur• suarit to Section 240-1.4`E,Bulk:Regulations'id the RFZoping Dis- suanit to S6dtlon'240 14 E+Bulk Regulations in the RF`Zomn9 Dis. trict,maximum building height_of 36 feet_The petitioner,pnsroposes to trlct;.maximum bA in height of 30 feet::The petitlonerprop`oses.to construct and install a 1.70 foot tall wireless communicatio monop- construct and install a170 foofta11 wireless.communica(ions monop ole along with supporting egwpment•and site::improvemenfs,'.'to Ole,-along wdh:;supportmy.egwpment'and site Impro4ements, to serve,up to six personal.wueless,service carriers,including T-Mobile, seryeup to six personal wireless service carriers Including T Mohiie;'. 11, Sprint and AT&T Who were formerly locate f'on a'water toweY'attIt Sprint`a6 AT&T,who were form art y totaled on a wAter,-tower at the. property that has recentlybeen demolished The property rs approxi=: property thathaslecently%been demolished.,The property is approxi?; mately 158 acres and'is located at 414 Main Street Cotwt'MA„as mately 158 acres and:isllocated at 414 Maln Street.;Co[uit MA as shown on Assessors:Map'ws Parde1.004 it is located rn the;.Resii shown on Assesso's Map,038.Parcel 004 It rs located in the Resr deuce F(RF)Zoning District : sa, deuce F(Rf7 Zomng District 5 r 7 02 PM -Appeal No 2018 010 The Cape Cod Fure Cems 7 02 PM Appeal No12018-010 The Cape Cod_-Prue Cents - Savings,Bank' , Savings Bank {; art I fJ t. nr The'Cape Cod Five Cents Savings.Bank is seeking a Special,Per- The.Cape Cod F.Ive Cents$avmgs Bank Js seeking a'Speclal Per; mit,pursuant to Chapter 240 93jNonconfarmmg',buildmgs or strut- mil pursuantto Chapter 240 93 NanconforinIn.g bwiditigs ar strut. fures not.used' singled two family dvellings, nd If necessary;'; turps':not used as.,smgle or,two family dwellings and,f•�necessary pursuant to Section 24D-25(C}.HB.Distr ct.;The.Applicant'Is:pro pursuant to Section 240 25,(C) HB District The,Applicant Is pro-., posing to alter the easterly lot Ilne In order to convey a porfion:;of the posing to alter flip easterly:lot line in.order to convey a;portron of fife, land to the property.loca[ed to the east(1520 lyannough Rd);.This; land-to the property located4o the east(1,5g0 lyannough Rd) This will result in a change:to the parking.and driveway confrgurabon on will result in a change to-tha parking and:driveway corm iguratlon on { the preexistipg nonconfotmmg site:^?Also se 'is a'yefiicular in fie p eexisting nonconforming site 1AImp-roposed is a_Vehicular in t terconnectiom between the-...:two properties The property ts.located. terconnection between the two properties The prop"pity Is located of 1582 lyannough Ro9d,(Route 132)'Hyannis;MA'as shown:on As at 1582 Iyannou111111-gh'Road(Route 132)Hyannis MA as'shoWMan,As, sessors Map;254 Parcel'014 It is iodated Intfie Highway Buslness se'ssors Map 254,:Parcel 014'1t rs located in the Highway Business (HB)Zoning District , (HB)Zoning DistncLy t7.m:...... - 7 03 PM.rAppeal No 2018 011 r The rCapeE Cod Five Cents 7 03 PM ;Appeal'No 2018 011 The Cape4Cod2 Frve�Cents� Savings Bank; , �^ 1 = Savings Bank ras4 f r t)r ►iYta ;,-'The Cape Cod Five.Cents Savings-Bank is seeking a modification The Cape Cod.Fve Cents;Savings Bank;{is seeking'a,,:madI cation, ,o(Special Permit No 201.i'060 or a new Specia(Permit to alter the of Special Permit.Na 2017 O60 or a new Special Permit to alter the, prawously approved bank/parking kstructuie redevelopment Cdesign. previously approved bani,parking strdctoie redevelopment desigh ti pursuant to Chapter 240-03 Nonconforming buildings ar structures pursuantto Chaptert240 93 Nonco forming buddings a�structures 1, not used as single'or•two family awelhngs'and`ff'necessary `pur- hof used as single or two=family�weliibgs and If necessary5ampur,Y suant to Section 240725.(C) HB Di'strict The:Applicant ts prop osing, tsuarYto Sectian,:2y0'25..(C)iTHB Oistnct';The Appllcanfls praposingl. to eliminate,ahe drive.through window and ATM;.reconfrgure.`And to,eliminate the drive through window:,and ATM,.reCd .re'and '.lower the appearance of;the parking structure'-:add parking'Ih the. lower the appearance of the parking structure, add:parking m the zrea otthe former drive-up window and ATM and adlu t the,land-. area:of the former`'drive-up.window and ATM and adjust the land-. scap(ng around the reconfigured parking:structure and building:.-At soaping around'thareconfigured parking'structure,'ind.building. AI, so op to Is a vehicular(ntercannectian between the two proper„ so':proposed ts;'a.vehicular,interconnection,'between the two proper ties The property Is'located at 1520`Iyannough;Road(Route,1.32) 4ie"" The property is located at 1520 lyannough.Road(Route 132). Hyannis,MA as shown.odAssessars Map 253(ParceI 020 TOOSMap,' Hyannis MA assfiotyn on°Assessors:.Map;253 Pircet.020 T00 Map,, 253 Parcel 020 H00 Map 253 Parcel`020 800,Map 254 Parcel 012. 253'.Parcel 020-HOO,Map 253 Parcel 020-800 Map 254 Parcel 012:a It is,located In the Highway+Business(HB)Zoning District It is'acated:id;the Highway Business(HB)Zoning District. "�• A 7:04 PM Appeal No 2018T012 s 9� fir 'Eco S4. de �7iO4 PM rAppeahNo 2018-012 < Eco-Site 4 Tip Eco-Site has petitioned:fora Variance.pursuant(o.Article X Section Eco Sltii has petitioned.for a Variance pursuant to Article X 8Qlan 240-107 and:Article.111 Secticn 24014E BulkRegulations rn_the.RF 240=107 aod.Article lll'Sectioh 240=14 E.;Bulk'Reguiatons7n'the:�tF 4Zoning District,maximum budding fieight of 30 feet In the'alte'rna- Zoning,District;maximum building.height of 30 feet. In the alterna- ►ive,the petitioner is seeking a lJke Variance ,The petitioner propos' tive,the petitioner is seeking a Use Variance The:petitionI'ller propos' es'to construct a 145400t tali wirreles's communications°monopole; as'to canstructa,145-foottall wireless communle.it s monopole, Along.with supporting equipment and;site:iniprovements The prop•} along with supporting equipment and site improvements ;The,prop- arty is'approxlmately-17.74 acres;and is located at-630 Wike'byr pity'is approximately�17.74,acres and Is located at 830 Waketiy Road,Marstans Mills,MA,as shown on Assessors.Map 613.Parcel Road,Marstdns'Mills:MA;as_shown on Assessors,Map 013 Parcel A03. It is located in the Residence:F(RF)Zoning District 003.''It.ls located in the Residence F(RF)Zoning District These public hearings will he held at the Barnstable Town Hall',367; These public hearing§will'be held at the Barnstableown Hall 367 Main,Street,Hyannis;MA,Heanng.Foo"m,located<on the`-2nd F.loar;; Main:Street,•.Hyannis,MA,Hearing.Room,,located;on;the 2nd Floor, Wednesday,February 14,.2018 Pians and applications msy;be re- Wednesday,FebruarV'14';'201B. Plans and applications may bere- viewed at the'.Zon)ng Board of Appeals`office,Planning and Develop viewed at the Zoning Baird of Appeals Office,Planning and Develop- merit Department Town Offices 200 Main Street Hyannis Mkt'I' r;, merit Deparment,Town Offices;200 Main Street,Hyannis,MA, Barnstable Patnot ..Alex Rodofakis Chair`' Barnstable Patriot Alex Rodolakis,Chair i125 212/18' x Zomno Board of Aooeals y 1/26 2/2/18 Zomn Board of A eats } BARNSTABLE REGISTRY OF DEEDS John.. Meade, Register 1 � C: U kf � a yy , �f a� f E , b r y " a. �z t:. z 7ytlg� f •"' tl9„dui �t sA w v ,. , 3'3 it � .., :.: .p;, •,Y �„f:. a wy, z ') .,. � ``' € z 3 y /�..� ,�-....,E E ', � �>.?, .� � *�. � � � � � �ttz�' E �•'. ,z ^ :3 '• 1 ;,fir n- mac, a 3�': s 4., Y" d a (� a ��\5�\ a� '� r , '.� E �ti �� :� ���k � \.:, yam,•` \�..".. � E AERIAL VIEW Cape * memo BROWN LI N DQU.IST F E N UC C IO & RAKER ARCHITECT'S, INC. 203 WRLOW STREET,SUITE A 938 COURT STREET,UNR 22 AR.1 E MOUMPORT M4 7 PLYMOU H MA 2 60 r YAR 026 5 0 3 Cf« .� 508-362-BS82 508-927-4127 __..................................................................__..........................._....._..............._.................._............................................_................._............................... ni •Banking Since 1855 . ZONING TABLE BAXTER NYE VQ Y /o ZONING DISTRICTS:HE \ OVERLAY USE' OFF wP TOTAL ING UC ENGINEERING & " rorM.OFFICE FLooR AREA-76,220 SF ALLOWED USE' OFFICE TOTAL PARKING STROCTURE BOOR AREA-99,000 SF EXIST USE SURVEYING ,.. EXIST TOTAL BUILDING FOOTPRINT -32, 6a/-SF EXIST BLDGS TO BE DEMOUSHE0 JS \ Registered Professional Engineers j \ PROP TOTAL STE BUILDIPARKING FOOTPRINT-32823 S.F. and Land Surveyors Qg� PROP TOTAL STE PARKING 511NClUR FOOTPRINT-33.000 S.F. TOTAL PARCEL AREA:377,800 i S.F. 327,360 S.F.UPLAND 78 North Street- 3rd Floor � \ REQUIREDIALLOMM PROVIDED Hyannis, Massachusetts 02601 ; \ LOT AREA: 40,DO SF 377,80D SF - \ FRONTAGE: 20 FT e759B Fr R1E 13z Phone- (508) 771-7502 ,., 1z64.z7 Fr ATIu uL Fax - (508) 771-7622 .� BUILDING SETBACKS: www.boxter-nye.com \ FRONT SETBACK 1D R 108.4 FT ;; 510E REAR SETBACK 30 20 FT 34.9 FT \ �\ PARKING SETBACK 12.26 FT \ \ FRONT 45 11 12.28 FT STAMP STAMP FT,Y w,.r' ADE REAR 10 10 FT 10+FT MAX.BLDG.XDONT(STORIES): 2 STORIES OR 30 FT 2 STORIES/29 R MAX.LOT COVERAGE(STRUCTURES): 98.208 SF(31M 66,392 SF(20.28%) r "•�a'.._._._._ .. ( OVERLAY) IDsnec-9z.7eoc S.F. UP s.2n s MAX.STE COVERAGE(IMPERVIOUS AR WP lA E F. 163,6D SF 14 F 44361f) —_ (SOXG LAND) t_..._..._................_.__._..- L NATURAL STATE NATURAL STA(ifi8,110 (30R OF UPLAND-94208 5� PROP.73.2(R 75.832 SF) •_.._...._....-...___..__.._........_.._.._....._ "..._ __ -._ � - REVEGETATED NATURAL STATE j PROP.32.7X(107,097 r.^ "�.. CONSULTANT r __ - ATTLICKS LANE l_-...�;.�,,� ,;,,i'._ CONSULTANT / � / _��..+n' .i cat,<c ^-...,���. •� .,�..,v,-....�.-_....__._.,...�-.-�,_.-.-.... PARKING TABLE ,\••'J ^,, /.. / '' ~•• _ __.___ __.._..___..___ ........_........__. _ ��--- PEA BUILDING cWMI590NEA 12Q SPACES(STRUCTURE) 17 SPACES(ROUND) PREPARED F O R The Cape Cod Five Cents Savings Bank TOTAL PARKING 357 SPACES _._. -- - _ West Road r ' � ; Tr-y—�,--v,�.. HANDICAP PARKNG(TOTAL/VAN) B . <- R�' �.� ./ �.� .: . ,>' ...•- i'urv�. --^—,- �' ' N /REQUESTS MING '.�_�_ XAN 6/,SPACES 6/4 SPACES P.O.P O Box 10/19 Orleans,M ..P�DR SOTNEGSNW CONFOR � NOTES - j // _ /• -"r- - \ \,\ I / // 1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHD55,TOWN / �,�• ` � \ ' \ � �,� / '' '(,` ORDINANCES.REQUIREMENTS,AND SPECIFICATIONS. �•`� { I / �"' "•// 2.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A/ I L PRE-CONSTRUCTION MEEnNG AT LEAST TWO(2)WEE/KS PRIOR TO COMMENCING CONSTRUCTION. '�• 7 / ,Z \ lJ1 P rr, J-.// ,J 3.THE CONTRACTOR SHALL MAKE SUBMITTALS TD THE ENGINEER FOR APPROVAL f > ^ \\ J ! \ ."Y'N BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. OHrWP I } t, P'g I I Ir :x., ;� ~ 4.ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON WALKWAYS SHALL BE LESS THAN 5%AND ALL CROSS SLOPES< � \ / 21G THESE AREMAXIMUM ROPES WITH NO TOLERANCE ALL WORK HILL BE IN WITH AMERICANS:WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ETTS. BOARD, AMERICANS WITII ACCESS BOA ACT h COMMONWEALTH OF MASSAONUSETIS, ARCHITECTURAL ACCESS BOARD. 5. OP IR AWAYS AND CONCRETE FLATWORK SHDWN AS \ 'r 2K Sbry \ \ ;� �\ .'•_/// E+.u: `si,ti 6.DEMOU /REMOVE ALL EXISTING STRUCTURES,FOUNDATIONS CONCRETE PADS, UTIUTIES AND APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE FENCES, OR REST. -Y ....\ ---__ y ` 7.EXISTING PAVING EDDIES SHALL BE SAWCUT TO CRATE A CLEAN EDGE MERE IT IS � ' TO BE TIED INTO NEW PAVING.OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT � e- 3 1 \ MICH IS TO REMAIN.BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND LO SUBBASE 1" wl 'e Hj^7 {✓ ` _1 to SUBBASE REPLACED NTHSA SUITABLE COMPACTED MATERIAL PER PAVEMENT ATE ON Q ..`O Prorowe `; m (I "\ ...n �. ^ DETAIL HEREIN. ANY SAWCUT LINES SHOWN R THE PLANS ARE APPROXIMATE ONLY. Q Cou,ryvb f T D Y / THE EXACT EDGE OF TO THE SHALL N DETERMINED BY THE ED ASPHALT IN THE FIELD N N '11 \\ c TO PROPERLY U BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL RE L C PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT HALT SHALL TO REMAIN. THE lU Q .` BLENDED TRAATE 1.5 ON BETWEEN PROPOSED AND EXISTING ASPHALT SHALL L NTH BE Q J / L_ , Room x` / APPRO%IMATE I.SS GRADE UNLESS OTHERWISE IDENTIFIED. ME JOINT SHALL NOT BE F- Q Q 1, TAM i \\ �` z/ ABRUPT. F- C U , 1 8.DIMENSIONS SHOWN ARE TO OUTSIDE FACE ON FOUNDATION OR FACE OF CURB MERE - / .O .'Gi1 /�i.� L // APPLICABLE U .4 .«.Ix ...-_9,FR.SF>Qev. ..........:.. ........... ....... _ .... . .. l w 0 - '' .. ALL ERECT A TEMPORARY STAGINGG AREA.�THETEXAM LOCATIONAGING AREA' EANDNCONFIGURATIION OF THE AREA p O Q @ F'.Wy.,..... [ ,/ ,A+'' B MI CONTRACTOR T INSTALL A CONTINUOUS,6'HIGH,9 GA _ i i _ `.` "°�."6 •' .......:,. , \ CHAIN LINK FENCE AROUNTHE ENTIRE PERIMETER OF THE WORK AREA INSTALL ONE. tl ,/•' 20'WIDE DOUBLE LEIS CLF CATE IN THE PERIMETER FENCE LINE y, 10.ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTD STANDARDS : / UNLETYPICAL UNE WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE I INCHES � z ! UNLESS OTHERWISE NOTED.PARKING STALL COLOR SHALL R WHITE,TYPICAL,UNLESS 8 OTHERWISE NOTED. O 11.BUILDING AND STE SONAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR 9 �aeunnx m \ n, ® \ -•.•` h\i r.,a„n SON ORDINANCES. - 12-STE LIGHTING-SEE ELECTRICAL SITE PLANS BY OTHERS FOR FOR DETAILED m INFORMATION ON STE LIGHTING. 13.SEE LANDSCAPING PLAN BY OTHER FOR PLANTING INFO. $ a t C -\ \'p -: SIGN SUMMARY 3 it f. r _.. - .. TI - - - _ X UMBER TEXT W TY o 1 � RI-10 4 24 4 3 i m 1� H � — _ _. — — — —-,__.'—— ��� .......___._.......__........._.. _....._......... � SHEET TITLE IYANO __ _ _ —— — — 4 Layout and Dimension r —..._....-......_._...- ----- _ w _ - - - - - -- _- -- - - - - - - - - 32 4 4 2 r .. . \. rcarulouoH aoA�/Roars xj2 _ Plan with Overlay .._....._....._.._._..__. SHEET NO I W11-10 24" 24" 2 DATE: 06-19-15 - 50 0 50 100 ,I SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN INFORMATION AND WORDING REQUIREMENTS WITH LOCAL AGENCIES AS NECESSARY. SCALE IN FEET ALL SIONAGE MUST BE IN CONFORMANCE NTH THE FEDERAL HIGHWAY ADMINISTRATION 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTDD LATEST EDITION,ALL SCALE:1"= 50' Y�E APPLICABLE CODES AND LOCAL REQUIREMENTS LOCAL REQUIREMENTS WHEN THEY EXIST, D R A W N I D E S I G N BY: S00 CHECKED BY:MOUE FOR PERMIT ONLY NOT FOR CONSTRUCTION -A D"VVAN ACCESSIBLE"WHERE ASTERISKED JOB NO: M13-075 CADD FILE: 2013_07501 P Jr-.� - - - - - -- - - - - - - - - - - - - -- BAXTER NYE . P \ _ - — - - ATTUCKS LANE _� .-- _ ENGINEERING & ' , ` ® /— DTO BERM �WErga iON P =AST-� _znEacDn-.—�, _ _ _ _ _�_- _ c_ SURVEYING �>. _ - - - _ — p�p MUCK ENTRANCE — pap O ONLY TRUCK S , d�lEE�I ENTRANCE s• a .. --�.�� Registered Professional Engineers OTE ONLY and Land Surveyors •7- STOP ,;.__B x1e'GROUND SIGN .: -- . . 78 North Street - 3rd Floor BAR SEE ARCHITECTURAL : •-"'PLANS FOR DETAIL 24' Hyannis, Massachusetts 02601 ; / s • „_•� / ,// CURB TO BERM .✓ � :"N^ TRANSITION PER '' \ DETAIL¢U4A _ _ ' A CURB Td BERM _ _ 622 •3 J / Phone (508) 771 7502 sW FACITr Foz (508) 771 7 -GROUND SI TRANSDETAIL poi ER - - www.boxter-nye.com PSEELANSFORI DETIWAL 24 \ e LS ._,_...._._._._._._.._.._...._. .- �N \ --- _..................................._....... - CJ ' R-25' �� / ..-..._ S A TAMP TAMP / CURB OPENING W/ R=S'J ._._CDNCR . ASPHALT APRON SEE / _ // ACCE551B1£."."- CONCRETE.PER y DETAIL/41 u>.._._._.. pf N 6 6 R-23'J\ - RALip DETAIL/C-I18 /// __-WO-] ACCESSIBLE m_ B �_--' R-25' ... DETAIL/405-A �' I lWX1B'CONCRETE RAMP PER _ - BITUMINOUS- R 1. UMPSTER PAD DETAIL/405-A __... CCB —,S'd%dDRET_PE\R 5t\ r S R-35' STOCKADE FENCE ... _ _ _. R __ - DETAIL iC-41B \ \\ - R-15 ENCLOSURE SEE DETAIL`LS -_ 3' R 3 ---- � _ \ S'MA FACILITY P v , BAR54tOS`SWALK P .. 9'.1B'CONCRETE P 5•� °;hT'._y AQ R-5; "'SEE DETAIL / FOR GENERATORS W1911 ... _ 9 Y y439-A rR 3 10 LS S'CONCRETE STOCKADE FENCE I - // 5'CONCRETE - tOi \ SIDEW' SEE 1 ENCLOSURE SEE DETAIL CONSULTANT R=25' DETAIL 20 \ `R 4 // DETAIL/420 .�SIDEWALK.SO .- 24' \ I p442 / RET ING WALL 1 / ` 10 SEED AIL 3 J i, 1T // P 1 ♦11Y �' \ ` LS l y R=5J R-10' 20f-22 B'No GATE SEE DETAIL DOUBLE LS CONSULTANT R_50. SEE LANDscAPE\ ` m' B• •1 1 ' 1 SSIBIE R-10' =5' �- PLAN FOR MATERIAL'S •" `RAMP PER SEW$R PUMP STATION DETAIL p402 " P R=5' \10 1 / q'YA-3 ,yp 1-1/2 SCH 60 ,(:�S�T' • IT`^ `y'IS a.CONCRETE 1 PC, GALVANl PIAE, 2 SIDEWALK.SEE R-5' C\ WARD-BLACKO�VMNANC `. DETAIL#420 LS WHERE TOP OF \\ 0 N00VE Drive-Up \1 Mal>n LOw \ '\ �' \ \ 1 i PREPARED FOR: LS R-5'- PCC ) GRADE IS>30� D avE M SEE DETAIL The Cape Cod Five Cents Savings Bank • BITUMINOUS w CANOPY m Pa #91]-B \ 1 t�, r" 9 CONCRETE.PER i 20'x31' - N 1 t / .1, P.O. Box 10/19 West Road /' p, •' DETAIL/C- a P 1 4 \ �..N m 11.\ \ .'04.ri...y `;:c-I✓J pp R=,5 WADING Orleans,MA 02653 - OVERHANG / ,,� O j4 Bank - ABOVE w I \ .-. NO m LS Branch+ I 1 I'F 7 f1; GYYi-•C Cbd, . 24 C RAISED CROSSWALK .•--•,»+•,•• \� I 1 \., l O � wm !\\\ Q t HC 4a SEE proposed Office Building I\I\ \. � i t,S � C "" FLUSH 2Y2 Story EN:: fi ., NF' \\ \ 10-104 CURB EM 1 \ V �' _ ..,YSY!e''i•rra��:1 ..A. �\ 'N!r'N:'. \ \ � ., 7:31K \ \ \ / ,s \\ Raised \\\\ `�, Lobby N, +�.ih,Srra'+3,B• BUILDING Living Terrace ovERHANc ABOVE •S; �A.I Room V 1 t UIIDING VERHANG ABOVE z - Proposed SI I \ Lc S'CONCRETE Courtyard =:rr..:; 'r3 3 SIDEWALK.SEE 9 DETAIL/420 .9, I? SEE LANDSCAPE PLAN FOR m 1 1 \ ` •Yt ' _GRADING AND ADDITIONAL -C ACCESSIBIF DETAIL \ DETAIL PER Comm. �. LANDSCAWAU'PE Typ.,S FOR Z_ _ p03 Room ADDITIONAL DETAIL \\ FM '` •"' C a (a TAM W q� =glr� 10'CONCRETE SIDEwaK SEE \� \ e'•'TM-,03 N (Q 4 DETAIL¢620 e! \ \\\S ("' s�q 0 L C (\I 'Y_ 31' GATE1 (D d r P IrPARCEL k -N , ,.L.0 -r, ��, nk? ir)Fi FR NT 6LC efi� : GATE .. .. .. ... 1'y... .:_. . ...................... `t9 as J C ..a..t 314 .... P n2.�,L` ..... ....... ........ ....... 6'Co"CrtETE ...._. ......._ ......._.. ......._ ..... ... ... :'/ I . {/ Ju./'p-,�a-7r r C Se C T'�QL1G�.�Ri LS SIDEWALK.SEE I S / '0 F C U F,b ! .+�,•T4, R_p. LS DETAIL 20 PC' NL 6/rt..:•q't; fU to / •� ` \ '�<�'8' ,w 1\._'`t, �.... •C PCC LS CURB TO BERM ElM';10 ' -W. O R-20' ,CC TRANSITION PER 0 \ °. / O CN GUARDRAIL PER - 10 SLUM iACIUTY' \TAIL/TT] LS R-30' p� I LS 10• ,15 DETAIL r414A �� a r- R-112 _ 10 •� `Brrr L .R-5'R-5 B' CCB A P.: a.n,•I re ' I� R=5' BITUMINOUS R=S' s R- R-5'2S' R=.. BITUMINOUS - -- - - - `0 E Q. FP^rl AN'i�a"A�" ':K PER H' Ab` ^'dT AN "' iA, R 5 SY• ,!ic , m DETAL o N ,.....<... .......�..._:.:.l..._....... .L..............e...._......:�,.a}.r`f ........... ETE, ..._......._........._..........__._........................_....................._....._..........._...... �� ... B:..i.C......e._......................................-...._ \, DET L -418 -418 - ........._.......... .. // MtN H 'F f '-:.! I DETAIL Gra F { V I �l+; I JI:. �� 4 \ h am'- CURB TD BERM I _ 1 R=5 -ABC ...�.._ R= COD 3x,,.' G „•.. _ a1. R-5 AI ;��PFR �� ` 'rlix"v LS R-5' R 5' S �� �� \\ ``\A / g � g O Mtvr t 4 TRANSITION a 10 O - ' PER DETAIL 10 1IU,1I� l0 /41M tu� + n RB OPENING \R k W MMI•+Y{3 1\ 1 W ASPHALT E a A.MMYriT { O LS EXISTING 51GN APRON(SEE \ R-3S O _ AND SIGN BASE LS DF�4AIL}R415) SLUM FACUTr rd�0 • X \;_ LS TD BE REMOVED i tl 3 lk �_n FND i SEE M GROUND SIGN \\ ti \ ...._..x_.. M11Y1V„1 .' SEE S FOR EC AIL \\ le_,\�� _ O NMIVVN FOR DETAIL \\\ b, a a A t-X•......x:_ "� PLANS 4 i /........... ET TITLE ...._�_4•.._<:.__:..-c..r.1__...... _....:�....._.u...._.::_.._a._�._..x>,_..._.:i._. #,. R om ��\\\ SHE Layout and Dimension r Plan SA — TTTTTTBBBBBB"'''' ; ` . :. ERE SEE o \,\ NO ]HEREON 1�5Np ---- —' �- � 1 \ - BAR o I. '\-..._.._...._..... / / SHEET NO - - - - -- — _—____- - x A _I. S '/ \dw DATE:0 06-19-15 .. I - —, IYANNOUGY-I ROAD/ROUTE 132 -- IST 4 _ 0 30 60 BAR SCALE IN FEET SCALE:1'= 30' E FOR PERMIT ONLY NOT FOR CONSTRUCTION DOB NO DT0IJ W5 BY CAADD FILE CM13-075DMZWC i •o 0 0 � © © o © o o ® o © o ® o0 =e=��e .�!!■�■I�NIII�dI��■11•.■C-�7■II of 10-■� �1lL■plAllnA■!#�I■1 J M. m loll N -- ■�I ������ � ��II dle� -m- -d- ® N---mN m d `m � ..- . I�a01= —11_ _II_ _■■•II�JIJ III_ u_■__.___.____.__u._ N�___�___.__u �N_m..__..______■I cm "Cs im"m mmm OEM .1 0 N ----- ------- — m ill �i�� i� • niA� i� �� inimi■��w�in��� -_._ i_- — — — — i — i ■ : CA ICE I OZONE K_1_1mc7jM_ � m m MEJE�1CCgEg NMI --_- - _: _---_--- IIIIIIIIIIIIII IIIIIII = -tea= —ice- a= -- p,— �- __=■���i� ■�__ � ==P --;��,--- �,---r�,..-� .°'v imilm -=1j:m8911 IIE�111 U�1� - - liNVG ; NORTH ELEVATION o —_ — - — ------ ,1 � n�� ■_ =-  -i■- n n_ I�■i— =_ =oEJ Rin : - - : 7 '• © ELEVATION WEST 0ELEVATION ' f SHEET NOTES C ( 1. FOR TYPICAL STRPING DETAILS AND FLOOR ARROWS SEE WALKER SHEET A-t01 AND A-10]. 2. ALL DIMENSIONS FOR STRIPING ARE FROM FACE OF COLUMN CONSULTANTS OR INSIDE FACE OF WALL UNO. NOTE.. FOR FLOOR ELEVATIONS SEE S,OD SERIES DRAWINGS. POLY COVER COLOR TO BE SAFETY YELLOW FOR ENLARGED STAIR FLANS 8 EIEVATpNS SEE AS400 20 PeM PM]A,.111202 4-0 4 FERIEUIUODRAWINGS. B17 MA 02t. OR RING AT ELEVATIONSSEE OTI 4 HATCHNG AT ISOMETRIC GOES NOT INDICATE AREA 1. Bl).350.5D40 PbIi .weMemoroUlnM.wm REQUIRING TRAFFIC TOPPING. wvix ZQ' ]. R DRAWNGS FOR SITE INFORMATION AND Bu0.0WG BOLLARD GUARD POLY COVER BY W NOPLASi GEE CNLOCATION B. SEE MEP DRAWINGS FOR DRANAGE U OUT,FIRE WeOar Coneu0A6 SCliD40,H STANDPIPE SYSTEM AND MECHAN—SYSTEMS. SEf RUMS,FILLED W/CONCRETE �'p �,1 9. SEE GRAR0C5 SHEETS FOR SpN DETAILS AND SpN }� MOUNTING DECALS WEEP HOLE A � 10.FOR WASH LOCATIONS SEE S100SERIES DRAWWGS. SEALANT ALL AROUND �� LEVEL2 q ELEV.BB'-tl' LEVEL 0' B' 0• // ELEV.41-1 4 ASPHALT ISOMETRIC za NOTE:PAINT ARROWS SOLID WHITE,UNLESS NOTED OTHERWGE. PIPE BOLLARD DETAIL r, __TYPICAL ARROW DETAIL CAR COUNT 9'-T 90'STANDARD SPACE z , TIER STANDARD CAR VAN EV EV VAN TOTAL AREA(SQ EFFICIENCY /+F� ACCESSIBLE ACCESSIBLE STANDARD ACCESSIBLE FF) (SQ FT/STALL) (`/} LEVEL 1 104 2 0 1 0 107 35,139 328 LEVEL2 103 4 1 1 1 110 35,139 319 TOTAL 207 6 1 2 1 217 70,278 324 �J :D e v/ 47-11 25'b" 2— LL >s " r SHEET KEYNOTES a Q CAPE COD FIVE y SAVINGS BANK GARAGE I EV CHARGING F > �• �� STATION c� 2 Q� b m I BOLLIRD.rVP c� �I >—► I — — —-— — — G I 01.22201 REVISED ATIONSFORSPIR m )J1A R7-0 R]J Rt { MPRI( DATE DESCRIPTION _ _ _ _ _ _ _ _ QISSUE��A/[ REVIBION. Q CL2 CL1 i ELECT ROOM! t T ISSUEDATE: oEsoEVELwmDRmRECwsT BID F.A NANUAL RILL Ii. PROJECT NO: ,62B2f.m H M. HORN St OBE I I I In DRAWNBY: LEL 8 ECB — �.—.—.—. CHEO�DBY: CES STAR TOWER AS-110 COP,RIGHT OAt).ALL RIGHTS RESERVED.NO PART OF d THLS MMAYBEREPRODUCEDNANY FORM OR B YANY MEAN MEANS VATHgR PERMGSIOH FROM WALt(ER CONSULTANTS. SHEETTITL LEVEL 1 S a LEVEL 1 A-101 �I WEIR I/4'STEEL LAP PLATE TO TOP SHEET NOTES OFBOTH AN WATERTIGHT.GRIND WALKER SHEEP n,w allo aRS CONSULTANTS SMOOTH AND FLUSH 2 ALL DIMENSIONS�OR STRIPING ARE FACE OF�COLUMN AC STEELCARDGALVSTEEL PIPE WITH J. FOF OR INSIDE F E OF WALL UNO. FLOOREATIONSSEE-IXISERESDRAWINGS. STEELAP PATE TO MATCH OUTSIDE LEV DIAMETER OF PU+E,SET PLUMBA. FOR ENLARGED STAIR PLANS B ELEVATIONS SEE A84W 20P Pm,Sui IM SERIES DDING ELS. BM1P11 Mq p21 I, 4"WIOE WIRE S FOR. HATCHING ELEVAT METRIC A-NH. St].JSD.5040 PI, S'x DIA ANCHOR V RODS GAATE 6 (4) PAINT STRIPE, 6. HATCINO AT TRAFFIC OP DOES NOT INDICATE AREA wxw.waperwrrsMlAMa.wm Y4"DIA ANCHOR RODS GPLV®8 tIY' TYPICAL REQUIRING AWING TOPPING. a ). SEE CIVIL DRAWINGS FOR SITE INFORMATION AND BUO.DING LOCATION. Wager Con4utlnnM W ,M"NEOPRENE PAD AT TOP AND BOTTOM - /-� STANDPIPE SYSTEM AND MECHANICAL SYSTEMS. (r, B. SEE MEP DRAWINGS FOR DRAINAGE LAYOUT,FIRE ] 8. SEEGRAPHICSSHEETSFORSIONOETAILSANDSIGN SEALANTALLAROUND b A t FO WASH TING LOCATIONS p 10.FOR WASH DETAILS. SEE 610p SERIES DRAWINGS. ,pq N L'1 N i4 LEVEL2 L MA%IMUM 1"Dl40RILLEO HOLES, ELEV.SS'-tl' PATCHREPAIR CONCRETE SPALLS AS REQUIRED AT S'4Y' S'4 —� DRD_LEDHOLES INTERNATIONALS'-0"VAN LEVEL,-D'ELEV.4] - BYMBOLOF WHITE, _RY PANTED ' RE,TWpAL 1� FACE QFWALL ISOMETRIC 4"WIDE WHITE WHERE APPLICABLE PANT STRIP%CE AT 45•,TVAL q CURB,WHERE APPLICABLE J•MINIMUM !p PRECAST TEE 4"WIDE WHITE CONTINUE STRIPNG PAINT STRIPE, lb.m WHERE APPLILABIE WITH TYPICAL P WIDECEN S.STRPE BENJEEN BAYS 1. aN EMIREPIF£GUARDASSEMBLYABOVEFLOORTRAFFICYELLOW 4 PIPE BOLLARD DETAIL n 90° STRIPING DETAIL 90°STRIPING DETAIL U cn A", 4B'-0" 40'-0" 4a'4," 30d" 1]'-0" 22" i P P S'CHANLINK FENCE 2 AS420 OPEN TO BELOW I W STNR 0.2�I / i I BOLLAR, . TMP SIGN FOR— O II FRAME MOUNTED. - � SEE16/AG-)00 LHT FOIE, LIGHT PALE LIGHT POLE. SHEET KEYNOTES -- ---� -i EV CHARGING STATION L� I! Q CAPE COD FIVE o BF o 1 II t - SAVINGS BANK GARAGE i nolo r"- ;BOl1ARD. 1 irFli fli... rIHJ'Nh�:i< _ R2 ��'.,f�jF''^ : 201 REVISED ELEVATIONS FOR SPR R>da,. R]d R1 ... I - I MARK DAT E RSCRIPTKYJ EVISIONS ISSUE: DESIGNDEVELOPMENTNREGSTND ' U ISSUE DATE: 01/1]2011 CL I I j II I CL PROJECT No: IS2B31.IS ■ Ije' �� I• DRAWN BY: LEL 7��-_. _-_._. j ONE—BY: CEI RYS \ I OWER A.-. / / COPYRIGHT°2J17.ALL RIGHTS REMRVSD.NO PART OF THLSDOCUMENT MAYBERFPROOUCEONMIYF°RMGR ANYMEAN W1THOUTPERMGSIONFROMWAL— C SULTANTS. A2D1 I LEVEL 2 \\LEVEL 2 ,AR'e,•-0• A-102 I®ICI BROWN IlN7UIST FENUCCIO&RABER ARCHIfECiS.INC. Brown Lindquist Fenuccio&Raber Architects,Inc. 2.W illow St 0 A Yarmouth Port,MA 02675 tel:508.362.8382 %. ri• ��„�,;-•a,s R '.""", y-�^=+-.�„ i.v5 _ F f �.,.SP it stantec K - x I'a Y , S�x,•-, ,^.$ . . �"}s.�„.:3e�'h;: i f : ;r r. l 3 r-- '-1 •r� ` :,6•y';,is' Copyright Rems�eerervrwea.w+d r re =-.�amoam+amwapmv+..ssu.ww am+o+�ra,w. p t _..>y... { " ..' ,.' x ---'r_,ai�_:'� ,-:,. + ,._ . t.h Y ✓S.: - -•+ A, _,.. ... �® tl L. '.F= -j I'' ,.�1 t •7� mecmoam - .. F.� xC,.:-•:� _-i^.",-r _ .�.rt.� '� . .:;:. - z � —.. _ - f`' t i� �: t iS: 6 a{t ^..inv.. � , !!! ��aa sm�+mc�;m+n�. ^r n- t � f i fir.=-r ..r'---_..- •__ _. -----_-._.-__ � — x n 3D VIEW 1 3D VIEW-2 legend n - LJ Notes 71 7 Nit, d_.. Y . ..._ ,r:t'�,s��' --- -'._- -. i^.«„r> r"'+=... �is ('tx,`."•..• ,.. .,P r'z ,�c�"4�", - f^ � 1 F - ,� � — .__.. .. ., -.,r,. ;-�1 ';..a.': +1 wv: ,).1�Wyn°°.p"..3 ;;✓„a,,", c..b {)• ist: .:fir ,J �a /;�:.`(. T s ayve „{,., •I'�.��ic r..� .` A. .r:.�,x ..:.. .. _. �,,,•', � •'�.� i ,` � t„ ��� w," � �. .�. t of rhr .�.i�•:,i - ' ,' ::. _ r •:. ,+�;i PL ..i.; 'i . „',,I^ rt `` ,,. !) t �I a-ye{'!rt . r,-Yf- , 1 t �._,tU,�€,�, -_ _ r .. (' I Pr �; (( ------------ �a ff I _ Y p 1 # 3 3D VIEW-3 4 3D VIEW-4 — ,. owh- 2�- Revision nPermd Seal T7. r - PRELIMINARY t NOT FOR CONSTRUCTION r y:{l� x-..-.,....�5 `"'`.--x > .r'�..+ss ;- « NoNmenth its.of beening omen oted al checker. �� 1 -.r•..+- .,,..•.w, : !; } f !� `�' ++'" '.m...s""'�1#. 'As„�r_ "- .. ,v'3 This document not beenioomrcom a t only.d and - - ""'"' -r"" r.�rc- { `r,. I- 6 +•�'s ''� --'• ,* � � .- � isles general information or comment only. w y 1. ,_ ry ;'! •• i�a w .. - Client/Protect tr •:•_!f?ue:•,i s .-.,.r"r ,F w 1 ^F a >' �. - _ ,' '• .'� 1 .} '. •t •�.,� ,t I„ e• _ �. p` CAPE COD 5 PARKING STRUCTURE 1520 Iyannough Road Hyannis.MA 02601 n 3D VIEW-5 — title 3D IMAGES n 3D VIEW-6 Project No. Scale U Project Number Revision Drawing No. A302 SHEET NOTES 1. ALL THE EXTENCLUDI COLUMNS,GGRAMALLPANELS.AE WALKER AR HITEELS(INCLUDINGGRADELIPWALLS)PRE TO HAVE AN CONSULTANTS ARCHRECTURAL CONCRETE MIX DESIGN. ]. SEE CNIL DRAWINGS FOR SRE INFORMATON qND BUO.DING LOCATION. 28 P4M PMxa,SUIe 1202 617. .M Dz118 Bt].BSO.SBW M www.w4Nsr4ore,R4ms.00m ///��� wercerco4s�mAn C R lR) 59'-1v 59'-10" t'-0'' - MEDIUM SANDBLAST PRECAST CONCRETE PANELWIARCH REVEALS TOPOFSPANDREL � h�SE�CGJD TIER I{I' GRO'NDT ER -_-_-_- _ _ _-_-_-_ _- -r-_-_ _-_-_- -_y- -_---_-_-_- EAST ELEVATIOI N 4 Ag'.t'-0' Z MEDIUM SANDBLAST PRECAST CONCRETE A Q c PANEL WI ARCH REVEALS 28-0•• METALFRAME WRH NFILL SCREEN PANEL -0. 5S-t8' _ 5S-10" /yam WI POSTS®S-0'MAX SPACING.-CASTER 1T-tt" 2411" } T TO PROVIDE 8"XB"GALV EMBED PLATE AT UNDERSIDE OF SPANDREL AT EACH POST MEDIUM SANDBLAST LOCATION. PRECAST SHEARWALL EGRESS HOLLOW CN REVEALS 2 METAL DCOR AND FRAME PRECAST STAR PRECAST PANEL JOWL AE01 ,F SPANDRE TOP SECOND TIER swoBLnsT '� se'-a' I. PRECAST COLUMN TO CIP:44-0" - DTIER V ' OVERHEAD COILING IleMOUNT INTERIOR OUNTED 3WEST ELEVATION T 6 5 (4) 3 T 1 zet'n" I - 1 '-z• 47-11- aen" 4B'a" 4s'a' aew• 411' 1'4+• MEDIUM rDBU1sT 8 PRECAST CONCRETE PANEL AS420 WI ARCH REVEALS S VINri COATE PRECAST CHAINLINK FENCD E ---WALL TOP 6SPANDREL TO CIP.5]L' __ _ �SECONDTIER 4 l - hGROUND TIER O GP:SBa — — — — — — T.a CAPE COD FIVE I I PRECAST STAIR AND SAVINGS BANK GARAGE STILINGS STEEL T yy RAILINGS p F n NORTH ELEVATION F < u T. T �5 N MEDIUMSANDBIASTPRECASTOONCRETE T PANEL ARCH REVEALS A"Y. 40'-0" 40'A" 4B'A" SIB'-U' 4T-tt" tt8 24a' 1p<' 7.2 REVISED ELEVATIONS FOR SPR D MARK DATETE DESCRIPTION -' AS-040 W REVISIONS METAL FRAME-NF1-SCREEN PANEL MEDIUM SANDBAST i 5CIE MITE D�B-iDEVELWYENTRRECp5T B10 WI POSTS®64T MAXSPACNG. PRECAST COLUMN PRELASTERTOPROVDESPANDRLVEMBED A60t SIM I �TOPe,a„AN P ECAST UNDERSIOVID ANGRELAT FBI OREL PROJECTRO: 1-2- EACH POST LOCATION. CRAWNBY: LEL -_-_ _ SECONOTIER CHETO OR LHEO BY: CEB COPVROHT 0201].ALL RIGHTS RESERVER NO PART OF THIS DOCUMENT MAY BE REPRODUCED N ANY FORM OR .9 hGROIINBTIER BY ANY MEATUS WITHOUT PERMISSION FROM--P vy -_ L_-_-_-_-_-_-l-_-_-_-_-_-_-l-_-_-_-_-____I_-_-_-_-_- _ _-_ _ _-_- ._- T-8" OONSULTANTS. n CIP WALL FINISH TO MATCH PRECAST SHEET TIRE: OVERHEAD LOIUN MOUNTED BUILDING ELEVATIONS ILLEERIOR SOUTH ELEVATION m � ,G�-,'� A-201