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w <br /> i <br /> c��n PROJECT <br /> � <br /> PROJECT NAME <br /> w <br /> w <br /> � � <br /> o CONSTRUCTION NOTES ETT WATERFRONT . <br /> _ <br /> HOTEL INDIGO <br /> Q <br /> M � I AC PAVEMENT VALLEY, FLOWLINE <br /> ; � . , �_ � -- -- <br /> x ,_ , ,� . y���� ��� _ _ �� -�- <br /> : . �� �e , --- �. _. � R� � � <br /> � <br /> � ,, , � � , _. , j� �` j » P J T DR <br /> \ . ' ,_ <br /> _. � -- - - - <br /> N �� �_ .'' . . ���,� , ' - ` -- ---__-_-_ , � �. o _ �'' � 2 8 PVC FOR BLDG. DRAIN CONN., S=1.09 MIN. • '�� �C� <br /> _ �- --- ., �� �ti�_ - _� �i` -, - : _ _ �� , � �� � <br /> � � � _ - . __ <br /> � ,`_; __------ ,,,� �' y <br /> �`�- �a_o\ �� �.� � �_ ���__ - - - - - �� - - , ,���-- - � --- - .� ����� __-�-- <br /> , <br /> � i -_ �, �- <br /> � \ \\ , ���4,� /// Y V r 4' __'�-` ._._ x; _� � Y �y Cf� �` I . <br /> - - ; � STORM DRAIN CLEANOUT PER flET. ON SHT. C3.100, <br /> - __ � , -- �, <br /> � , � -�, - -- ��, � <br /> , ' ' � �' <br /> � �,, � _ - OO INVERT ELEV. PER PLAN <br /> , � _�� EVERETT, WA <br /> � � � � <br /> � _ __ \ \\:. . .•, ee o __- _ ---- ,� -- --- �, ---- -- , _____ _�. --� ---- '�, -- = ---- <br /> , , <br /> _ <br /> : <br /> -- ;�_ : -- � - �� __ (� LIENT <br /> ?' 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I (n : ' I <br /> , �, �°� a i ' . 1 PUBUC WORKS PERMIT 3 28/18 <br /> � . � t� a 0 / <br /> �\O � ,; l , , �-_--�. �°' , , ,� , '.^ ,� ' '� --'`' , ,, ti " ! , .�;•�r,; 1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT <br /> y X ,' .-` " , ` , , _: o ; . ; .�I � <br /> STA 11+61.62, 0.00 LT , f • � �4 � <br /> , ----�--- _ ,., <br /> .,. : , , , , , <br /> � - <br /> .. : . __ . <br /> � <br /> . . . n , „ . <br /> \°'°F � ' r r �' a°' ; $o � __-_�. ,., ,r �2 ' ' � � ', �-� i I ' CENTER OF STRUCTURE . SUED DATE <br /> , , , , <br /> ,._ ,. �y, � . ., 0• ,, , �9. �._____ � ; 2 ., a � <br /> „ <br /> , ; , . ; <br /> ,. <br /> _. ; , <br /> . � �. , � _ -.' ' ,� <br /> ,, <br /> � <br /> ;. . . � , , , , �-- �-� �_--�� _.:--�- , o ,�� ;'� ,r �'.\ 2 TYP ,.�9 , o , <br /> � `, , ,:, , , -- : , <br /> � - � <br /> NO IS <br /> , . <br /> � <br /> _, . . . . 0 -. ._ -7- � -__� ' ` ', <br /> �f �?_. �$'.,. , , �`,,, �', •9 , ,\ � �\,• v i ," <br /> . : . � E� � t; _= REVISIONS <br /> � e `�9. i _fi____ ,- y --- , <br /> � �, : .�_<.- � "- ; ' ' ' ` , ',, �• ; _- ,�� ., . , - - 2. ALL BE <br /> ; . <br /> S ' � ,.,_, // \ , ,. - , ,- , ,�`ti ` �- � --_.� .� ; ' �.. ; � i `>: � ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SH <br /> ./ . _: � <br /> = a - <br /> ;� <br /> S \ � __ _ _ _ __ ___ ___ ___ _ - � � � �� ., / �;� , � ' ' RD;- Ro - Roj � Ro � � Ro � i; ' � � _ LINED CORRUGATED POLYETHYLENE (LCPE), UNO. CONSULTANTS <br /> . , � , � <br /> . ,, <br /> , . <br /> ., . ,. <br /> , -- � � ,�/� � `� - �.'�9' ��, - - _ _ �� Ro��- R� R� Ro - R� � �� �� �, i �' ��' , CIVIL ENGINEER <br /> .. . . ; w ; ; <br /> � �/i � - � .", � , .- �� � j _ � ;�� �� �� � � �_ � i�� - ; s � �, �;� ..-� �1. <br /> , � � �, �� � _ -- <br /> � �� �` � �� �"�� � � �.�,� . � ������� �'�,� �� � ����, `� ��.., � � � , l -�.16.12 3 ���; � � - � ' � � - ��� � �- 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR CPHConsultants � � <br /> �-<�,' � ����� " o� � � g;�g � � I �� I� 1�=-_ � ' �� � `, �� '� '�� � " '� 11431 Wilfows Road NE,Suite 120 <br /> :�-� X`' ' ` �� � � �'��� �' ���� ��'����., �%����� � ��.. �� ����. 3 = '', ;' '' --G '� i� '�� IE=i7.20 3 � °� ���� � FRAMES WITH VANED GRATES 20 x24 PER COE STD. DWG. <br /> � � �. <br /> S ; , % �� � ��� �. , i IE 15.3 ,-� i. � � � �� � j Redmond,WA 98052 <br /> � <br /> � � '� � , ,� �i J�, �, , �� 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS <br /> S � � ` ; .��. � �`� , . _ /,. ,�� �,����� � `',., ������ � 1 �� �� � CB25, t'�PE 1 �� � � ' � ��� � o �'�� ,�� � � SHALL BE LOCKING FRAME AND GRATE OR L!D PER T;425.285.2390, F:425.285.2389 <br /> __ •..: � . • � STA - I E-16.9 COE <br /> S� : . � , �� ..�,:• ;'�; �'�� '•� ��� � �� ;, .,,��,i�_� , � �=� � 11'�'12.42, 354.01' RLT I' . �i �� - 2 3 � � � LANDSCAPEARGe�erCoburnHutchins GCH <br /> 3 IE,-16.26 � � ` <br /> �- � <br /> � \ . .t. i .. _ . ,� ,. 17 s �/' 3 =16.3� ° �=-_�-_-_�=-� --- `-JI� � ` _ , STD. DWG. 611 N Y 3 � <br /> ' � � - �I� � � n i - I <br /> � _ <br /> � � `,� � <br /> � � • � � uite <br /> �, <br /> � . , � �� _ � � � � � 1607 Dexter Ave N,S <br /> � ,. . ,� ...; � � � �. ,' <br /> ,., - . . _ - , 4 <br /> ' � " ��� ' , �`��. � �� , .,� ' <br /> �•,; � � , ' �� ��� . � � � ' �� ��_ � �' �.,,/ � ° �, � �� . TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. Seattte,WA 98109 <br /> � , � � � <br /> .r ; �' � � ,, . � �. : is. � ,�,!� I Y � � o ��� i d � <br /> TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. T:206.285.4422, F:206.285.0644 <br /> , _ --• <br /> . � , , , ;� - ____ _ o - � �s <br /> .-� � <br /> _ .; � . <br /> �. � TEL --- � <br /> � � � , - - <br /> ._ <br /> �`� � ' �8•71 , ! _ 1 ' � � STRUCTURAL ENGINEER <br /> , � <br /> , . <br /> ,; , , o ,; �� � � \ -- , ;I _- i , �� �, ;,' � TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, � <br /> � ;�� � , �� ,: ��� ` �� <br /> � <br /> ,s� ,; _ c� X � ;.. ; . ���' � ; �� _ ;,�� FF 2 .00 � 2p , �����. , a�; DIAMETER PER PLAN. Brienen Structural Engineers,PS � <br /> , _ , t� <br /> ._, , , �G <br /> _ � <br /> � <br /> r ,_i, � �� � A� 18.J8� �;'� - ��- `� �� �_�� � � � � � _ <br /> , , , , � . , � � � :� al Avenue S,Suite 200 <br /> t <br /> . : ., <br /> � '�, � , ;� 1316 Centr <br /> � . .. � , - <br /> ,- ; � <br /> � �' c <br /> _ ;. , � R� - R� � i o � � - � �' � Kent,WA 98032 <br /> � � � � -: . - � t�'� '�. � ,� . - �i-� � Fti34 � 5. SPOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE AT <br /> { ;� � ,,�/ �,,� V � �! 72LF 1� D ; , , i ; � � ✓ � I ..�I',` A�- , d � > . �._, T:206.397.0000 <br /> - . , �,, <br /> � '° % � , >�,�' �. '�� S=a:50� � -- -� -+-�- � e�s � 8 �y; � �% ; . THE FLOWLINE OF FACE OF CURB OR FINISHED PAVEMENT MECHANICAU ELECTRICAL ENGINEER <br /> ,: . <br /> � �. <br /> . a s.s.� . :, -- ��� <br /> . , <br /> . <br /> t <br /> ,. , , . LEVATI N. <br /> i �. <br /> �, � � ` �;�7 ' �� a ��, E 0 Tres West Engineers,Inc. <br /> ,, '\ y I <br /> , . . <br /> . <br /> k. <br /> - <br /> , <br /> _ ` �' � � , � �� �� South 42nd Street,Suite 301 <br /> � ,� � � j � � � ' ' �� 1 ' z�o� <br /> � � �l � <br /> . ._ � , . '. �.. <br /> �:�� � �� �, ts:�8� ��'�. � . G , � � �- � ; � ' <br /> � , ' � �-�-� � �F' OR I �"-'�� .°�� I'� � . I� '�� 6. SEE ARCHI TECTURAL PLANS FOR BUILDING FOUNDATION Tacoma,WA 98409 <br /> � � <br /> ; � <br /> � � � . � � � � 19.4 �� i � � � I � � ,� ❑,�� <br /> x � �.'� /� '� � � �'� �� ; ��� � �� ���, �'��. % , '� I ' � � ; I � i � � ��� J / ` � � , ', ��°� � I�, � �� '��� .�: DETAILS AND ADDITIONAL ELEVATION INFORMATION. T:253.472.3300 <br /> ; <br /> ,. . <br /> .: �. , <br /> , <br /> �` ��,� � 1 5'I p i� �`�` � �` � � �' ;-F-�; a ���a r �_ �;-� ❑ � 9 1 � 8E-i� �'�� I ���` �� INTERIOR DESIGN <br /> F ; ��� �, a �_ <br /> : :, /� . ,� , ' � <br /> ,; '�,, �' ; � � � � <br /> ... o�� ' � ��'����.. � '����, � ����, ����, �� � , � � �����. � ��%'!� iii'� i � � ' � ' ' ; ��' � ���� � �9 �� `� � 7. ROADWAY AND UTILITY CONSTRUCTION OF MILLWRIGHT LOOP JensenFeyArchitecture+planning <br /> . <br /> I � <br /> � SOUTH, THE POE PARKING LOT AND THE ESPLANADE AREA <br /> x � � a i ! � � � , � i �--� � 6 � _ '�'� � � 7730 Leary Way NE <br /> ., .. , �� , ,.. � � .. , <br /> --- � ';� � so`� '� � ,�' ,. �', i 7 5 � R� izo � = � � � � � ' �� , ' .�„c �. <br /> �' � � ��. � � , �R�. � �� i � � � ��' � � �� � � _ 8� I Redmond,WA 98052 <br /> " � �� 9'17 �' � � � �' s `- i ' ,�� ' � �� ' j' ��� ' .. � � �� �`� 0.3 ' �� �� WILL BEGIN AFTER CONSTRUCTtON FOR TH1S PROJECT T:4 <br /> --- ����. - <br /> , , <br /> '� - � � - - � <br /> , � , <br /> � , r. o � i � : �� , � -� �-,� �-�--� � � ! 1E=15.94 � � � 25.216.0318 � <br /> , � <br /> , <br /> � <br /> , i, <br /> MO �� ���- � ; ����. �•� �°� ;` � . � /,� • � � � , ; , , �, � � -- � � ,, i; �i � � � '�� I• : ��'_ ,: _',:� �,_ BEGINS, UTILITY CONNECTIONS MAY NOT BE INSTALLED AT <br /> � �. �: � <br /> _.= f �Xo° `. 9.31�.. ���� '��' � o , i' � �-- � '--; ��-:� ' �� ��� ��� �■� ,��� , _ li CONN. EXI T. ����I' a �:� �����h�3 ; I �� �:`�� � -- _% TIME OF CONNECTION. COORDINA TE WI TH POE AND CI VIL � <br /> � ��. �, , �� �. , � C 5 TYPE 1 � � ; I� -'-_==�---,� - � j�� �� ;.�,C � � � ' DRAWING STATUS <br /> � / ��2 � ���� �� � �; , �- � , ���-��� -- ,i � � j��� I� / � � � � � _s ,, P� / �` ENGINEER. THE EXIST/NG CONDITIONS OF THIS PROJECT AS � �� <br /> �����_ r�.5 S A 21+68. �6, �S�Q.;C�9 f�'r_ = � �� � _ , i� � �I _ __ i •s I� � �� �� � � I � ANTICIPATED AT THE START OF CONSTRUCTION ARE SHOWN BUILDING PERMIT SET <br /> / � � '� - � - - - <br /> ___. <br /> � � � ,� /� �� � �� � I DET iL c� <br /> , ,� <br /> � ; � � �,,, � ��, �/,;� �+ -�-- �;: ;-';--� �-r--;--- - .02 0 ' ON SHEET C0.10. <br /> , <br /> y , Q _ <br /> '` /l V __ - � ' ---"_-_ \ � , i I j � .i I � .� '; � .• i I : ', I�_ .1' .< ' __l.___1�_+_ �1�.a .. . <br /> . e � <br /> � � . . . � a o� A , _ _' _ <br /> � e <br /> . �' 'i� � .� . � <br /> k i <br /> 1 . 1 _ _ � _' ' <br /> _ _.._ � ,� , <br /> i I <br /> �EXIS��e�� T'�P � , ,� ,� , � �_ � _ . <br /> E 2 48 � 1 � � � � a � i ; , s i i--f _� _ _� __ � �. <br /> � � �� <br /> . <br /> � <br /> � <br /> r <br /> \ ;, <br /> .. <br /> �, � <br /> �+------ , . K - I <br /> � o �, � ,� �, , i a ,_ r , � ,- . ,i, � 3 z _� _;,�_ �_.�._.._� - �� <br /> . __ ' <br /> � '�� � � . '� � Discre ancies must be re orted to the Architect <br /> �' �' �' �' � �' " ' '� -�--�-: '_ ' '' - �, -� I Q !� _. i. , 8. SEE SHEETS C5.01 AND C5.02 FOR SD UTILITY PROFILES. <br /> �N RIM=17.89 � ��1 2% ��8.59 , , �/96LF �2" SD � � �' --- :s -T-r- : ,� P p <br /> , <br /> � !E(�2 s)=�3.20 �- �_ � `` ' , ; �. � � � � �� ' : � :. :s ., ; I ! � � pET 1 � .'��� '�� �; before proceeding. Onlyfigured dimensions are <br /> » 18.24 �' � S b. % � T� ' � i � i � i '� AIL �g � „ r `�::�t „ 1 �.. <br /> � � �� . e d. Co <br /> � ( ) �. � ; ' ° ° � ° , ,_1 _ �; � _�_ �.� ��� � ��. ( �� •�• 9. THE PROJECT S1TE WAS PREVIOUSLY CLEARED AS PART OF ust check all <br /> ' ___ �� < e ; I L� E3.02 TYPICAb VAULT � s-- ' ' <br /> IE 12 NE =i3.36 � �$9� ,�;; � 5� �_ � � . �, to b use ntractors m <br /> . ..� ; : <br /> - � ' ' . � � i PLAN, SIMILAR � <br /> � CONN. EXIST. � - �ti,,� ' � ` . ,�,� �, �, i' �° ��� : a 1 , ^-- �---� --�--�- „- e ��` � �, �� :a. _ 4 � CONSTRUCTION FOR THE PORT OF EVERETT WATERFRONT dimensions on site. This drawing is protected <br /> - <br /> ./ � � _ v v a: ;� � il�� a; � <br /> _ � - -- - _ � <br /> SEE NOTE 7 i ' -' � �' - � � � �, �, '� �, , � ___ - --_ ' ° o�� ,•a a - PLACE GENERAL FISHERMANS HARBOR PROJECT IN THE b copyright. <br /> � �_ _ _ _ / <br /> ,, � �- �-__ ; '.a ' <br /> _ , ,� . __ ___ ;_ =-- , , ; �-- -- -- � - " Z `� �,. i__ : � ',,. � ; : . ,� Y <br /> _-- - --� , <br /> , �__Y ,-.,- --. 1'I• � <br /> ' r J, r ' " - , ;j � ti ; z.o°c. � <br /> _ � �__� <br /> ,. �� � ' 70LF 1�" S� z � � + -� �- , � UMMER OF 017. THE EXTENT OF UTILI IES ND <br /> S-0.50q - s' � �� � $ � ' �•«' ' ''� H3, ` �� � � �� �T ALL DIMENSIONS ARE SHOWN IN IMPERIAL. <br /> 8g � '�4�� ° ; - �- +-� � - ' STRUCTURES THAT WERE REMOVED WITHT THIS PROJE <br /> _ �' -�� _ L�- _.._ � = MAY DIFFER FROM WHAT IS SHOWN ON TH1S SHEET. <br /> � - _ _. <_'.��5 . ;' _g9__. _ � - --- - � - -- � �°��;F�, �2 .. ,1�; <br /> , <br /> .. <br /> / SD - SD S� �, I W ' W o� _ _ �7' �� - _ T'= -- _ '- ; '�J " - ' �- ' ' <br /> .-_ � � , - _ _ � ., <br /> , <br /> � _�_ �_ __ 6 ,. -. . <br /> _ � ; � D S ✓ , -___ �; �a.os e�2 �"�� �, ' Q�' '�� � �n: 9 r, '� <br /> p <br /> .. <br /> _ -- . ��� <br /> � <br /> � � . - <br /> � � � � 6.70 " W - � W _ _�� ��,,, �� : . _.,,=- ��; ��Q <br /> ---- <br /> ,,,�� ��1 � , <br /> , 2 <br /> ' S � ! ��\ g ,� _ /,,� � <br /> o _ � _--_.- , <br /> :� <br /> � s� SEE SHEET C3.100 S� �� -- � :-- - � ! � , .� � ,^ �\ �� �;�< , <br /> _ ___ , <br /> � - <br /> -- ------ - I�----- FM F�1,� _ �� � - - o� ,� P 5 0 P S 0 P S 0 '�I�r -.,'�' ,\``` � � '� . <br /> --- <br /> -- <br /> � � �� - <br /> - <br /> , `_ . , •.,� <br /> - --- - -- _---- -- -F FtT�� � i - . � , �. � �, <br /> "�'�' ------ - ��:�:.=-�__ . ` ,�� � �� . ��`�� : '-� <br /> -� PORT OF EVERETT � --- - - ----„ -- ----- _ ���_ ' ��� '�� � STORM WATER NOTE: <br /> EXIST. 701 TYPE 2-48 - - .. � '� - ' g�� , �- '� � � �;; PRIOR TO FINAL ACCEPTANCE OF THE HOTEL IND1G0 PROJECT C 0 N S U L T A N T S <br /> PARK/NG LOT (BY OTHERS) _ _ ,� � C830, TYPE 1 � __ = - � THE PORT OF EVERETT SHALL HAVE INSTALLED AND APPROVED <br /> RIM=17.47 � 8 �c. e----_ �' `. '`� - '•� . '`�`�. �: '�. '� � .'' �� Site Plannin • Civil En meerin <br /> -- - �: . <br /> � � " '�-' � 5, �� ,_ __, �a _ i N:367566.35 E -a�-- - � ,,°': '�,. -.�_, , ,:: �' � : .. , :�, , Iti •\� <br /> ;�r�. : . •� �.. , , . .� ,.,�;. � . , <br /> � �I i I��(12" �;-��. ,e,o,oe T Lan ent <br /> � E:1301797.05 __ _- --==- - , . -:. � � : . . • - . ;..� • . � s- _�. .. � \ � d UseConsulting• ProjectManagem <br /> STORM WATER CONVEYANCE AND WATER QUALITY TREATMEN <br /> --- _-- ---- � __ r __ » _ _ � ,...,..,. : , . . . -� SYSTEM /N GENERAL CONFORMANCE WITH THE PRELIMINARY <br /> ; ____._ ;_ ._. _ _-- , , --._- _--- - . •� 11431 Willows Rd.NE,Suite 120 <br /> - f-� ---- _- - ------ � , ----- � ., - -=- __- _� -_�_ _ k_ - � , ; _I_ 12 -1 6 ; _ , <br /> � �_, r ,; ,_ � -- --,-� -� �, _ r_ ; - � -- -- - � --- _� . ,. � �--- _____ RIM-16.70 , _ _r __ -__ "�, .,, ." 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