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W
<br /> i
<br /> � PROJECT
<br /> W PROJECT NAME
<br /> w
<br /> � EVERETT WATERFRONT
<br /> 0
<br /> s
<br /> � HOTEL INDIGO
<br /> - ----__ -
<br /> _- -- ---- - _--- ------
<br /> Q _ ---- - _ -- -----
<br /> � �t����� NOTES '
<br /> � �� �, �,"�r����I;��[. ��)t��TF��Sc�I?�'a�?-��3���a�,� �S�f;��.1.. 5��M�� 1. CATCH BASIN INSERTS SHALL BE REMOYED AT THE PROJECT ADDRES �j�� r
<br /> �' � �EET�1��i.Ei�t�3t����Efi�l��t����15�3{��5�3��17,4�;� lll��� END OF THE PR0IECT. D� � I�.�"��
<br /> a��CE�=kt��S�s��E��i1�t�ad�t7�.3!}}. DRAINAGEGRATE---- - I I (1 AAII � ►n�n�nL+T i r1/'1nS
<br /> ', I TR�M 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN �p�
<br /> DRAINAGE DEVICES PEft THE MANUFACTURES'S EVERETT� YYA
<br /> ' : �'", - RECOMMENDATIONS.CATCH BASIN fNLET INSERTS
<br /> , GRATE FRAME � -- ---OVERFIOW BYPASS SHALL BE INSTALLED W CURB INLETS.
<br /> CLIENT
<br /> -- ---BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR Tfl
<br /> SEDIMENT �' DEVICE CLEARING AND 6RADWG ACTIVITY,OR UPON WATER PLACE
<br /> AND DEBRIS---- w-� - PtACEMENT dF A NEW CATCM BASIN. HOTEL LLC
<br /> _
<br /> 9�#S`�t�i�.�r��}�"k�.�"�,�l���tl ,
<br /> �� �����,. � �, r ,�,������� �� � �;��� - - FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT �
<br /> ° ,;_
<br /> _- ` ���SEt�R�6 WHEN IT BECOMES ONE THIRD FULL OR IN
<br /> 'L�`_ . . ,, •
<br /> _- . ---- - -- � --�
<br /> , __� l� ACCORDANCE WITH THE MANUFACTURES'
<br /> ,., `- �' _ , -°-'" x � --- iNSTRUCTIONS.
<br /> ._.��, � � <
<br /> ,, .
<br /> �. `. s�.__- � , �� ; 5
<br /> - --�` \ SEDIMENT REMOVAL SHALL BE ACCOMPLiSHED BY
<br /> �'�� �t,,...---"'��� �� � ^;'_.1-�""' � '] REMOVING THE INLET INSERTS,EMPTYWG,AND
<br /> � �` �X,S.�tiN�ROPp � � RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT
<br /> � � �� � �. --30'MIN TYPlC,4L WASH SEDlMENT INTO STORM DRAINS WHILE
<br /> i
<br /> ��.� ��' CLEANING.
<br /> � .� � ;
<br /> � 6. SlZE THE BELOW INLET GRATE D£VICE(BIGD)FOR THE
<br /> � '�� " � _ STORM WATER STRUCTURE IT WILL SERVICE.
<br /> , �
<br /> -` \y � � �``��.��--"`J � 7. THE BI6D SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF
<br /> +.4 � `f ` '*� � --'`� "�-...` ; SYSTEM(OVERFLOW BYPASS}.
<br /> t ~ , � _____ �� `� --------PERMEA@LE BALLA5TTYPIGALSEE ; SECTION VIEW
<br /> `�� � STANDARD 5PECfFlCATi�N ; 8. TNE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF
<br /> �' � � � SECTION 9-43,9(2} THE BIGD WITHQUT SPILLING THE CQLLECTED
<br /> / � ��.� MATERIAL. —
<br /> �f 1' M!N i � . �-
<br /> I LENGTH A�REQUIRED 100'MBN,EXCEPT � s �:sr���� � 9. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br /> ' MAY BE REDUCED TO 50'MfN FOR � ��P�y -fi �; ' ' RETRIEVAL SYSTEM •
<br /> � TYPICAL � STANDARD SPECIFICATIQN$-01.3(15).
<br /> ' SI7ES WITN LESS THAN ONE ACRE � �; '� � TYPICAL
<br /> OF EXPOSED SOEL OR APPROVED BY 1NSPECTOR-- - � � �
<br /> _ � f
<br /> � I -- "��� ��
<br /> � � � � � ? � DRAINAGE GRATE ��
<br /> PLACE CONSTRUCTION GEOTEXTILE FOR SOIL - � �
<br /> �� � \
<br /> � STASILIZATIQN FROM THE EDGE OF THE EXISTING PRC3VIDE Fl1LL WIDTH OF -
<br /> o ROADlNAY TO THE CONSTRUCTlOiV ENTRANCE, fNGRESSJEGRESS AREA '' o �
<br /> � OR AS DIRECTi ED BY THE ENGINfER -- -- € 3 -
<br /> � 15'MIN �
<br /> F
<br /> � � Q1 PUBLIC WORKS PERMIT 3/28/18
<br /> 0
<br /> 0
<br /> � ! o WSDOT STD PLAN I-40.20-0C ACCEPTABLE SUBSTITUTE IF NO. ISSUED DATE
<br /> o ISOMETRIC VIEW ; o BELOW INLETGRATE / MAWTENANCE MEETS NOTE51-5
<br /> � COIVSTRUCTiON ENTRANCE �`�����f�PLAN 1-80.10-02 ACCEPTABLE St1B5TITUTE ; � DEVICE OVERFLOW BYPA55 REVISIONS
<br /> -_. -- -- --- --- ---
<br /> � - TYPICAL
<br /> � � r � CI"'�'Y � EV' 7'°'� o ' CITY C1F EVERETT cONSULTANTS
<br /> � -..
<br /> ;� �� ����` PllB�,IC 1NORKS DEPARTMENT ; °'` ��'�n�T PUBLIC WORKS DEPARTMENT � CIVIL ENGINEER
<br /> "" `• ' � "� CPH Consultants
<br /> a� — —�-��v„�. ;„-,� --r : �.,� a: �r�a�K. M.�. - ,w�.,�
<br /> �RYANSASS �iHEATHfaGRiFFI�• PAULWfLNELPwi ' f5H ' ' RYANSA55 HEATHERGRIiFIN PAULWI�MELM ESH
<br /> � o3/z7/2o17! o� E i2%3o%2016 11431 Willows Road NE,Suite 120
<br /> 'm ` ��'�"°°��'� o� ISOMETRIC VIEW STORM DRAIN INLET ��"�"�`� Redmond,WA98052
<br /> s G ' CONSTRUCTlON ACCESS i �01 ; s� � PROTECTION �21� T:425.285.2390, F:425.285.2389
<br /> �so
<br /> ��a i ' �s°, '
<br /> LL _ �_ y = � LANDSCAPE ARCHITECT
<br /> T � �-� ^�"�- ��� -----�"------ � � GeyerCobum Hutchins(GCH)
<br /> 1607 Dexter Ave N,Suite 3
<br /> Seattle,WA 98109
<br /> STABILIZED CONSTRUCTION ENTRANCE CATCH BASIN INLET PROTECTION T:206.285.4422, F:206.285.0644
<br /> NOT TO SCALE STRUCTURAL ENGINEER
<br /> NOT TO SCALE Brienen Structurai Engineers,PS
<br /> 1316 Central Avenue S,Suite 200
<br /> Kent,WA 98032
<br /> T:206.397.0000
<br /> MECHANICAL(ELECTRICAL ENGINEER •
<br /> Tres West Engineers,Inc.
<br /> 2702 South 42nd Street,Suite 301
<br /> Tacoma,WA 98409
<br /> r- — ------------------ ' '
<br /> ---- ----- ---�-- - -- --
<br /> - ----- --------- — --�------------------- __--- -----_- ---- - T:253.472.3
<br /> ' INTERIOR DESIGN
<br /> ', NOTES Jensen Fey Architecture+Planning
<br /> i ATTACH tN A(vtANN€R THAT ,�pc35T SEE WSDQT STANDARD 7730 Leary Way NE
<br /> ', A55URES FA�RIC IS F!(t�/ILY �' §PECiFICRTiONS 8-fl1.3{9}A 7.. INS'fAt.l7NE ENb5 CiF TNE SiL7 F�NCE T<�PC3lNT
<br /> , H�LQ B�t��t�sAc�tu� S���r�Tt�v uPs�t����ta P��v�Nt s�ng�ie�vr FRc�rn RedmOnd,WA 98052
<br /> �I SUPPORT!N A WAY THAT fLOW}(��AftC?�1ND TNE ENDS f7�THE fEPSCE. —
<br /> I REDIJC€S THE PflTENTIAI
<br /> T:425.216.0318
<br /> FdR FABRIC TEARIIVG----- _� �'' ?. PERFf7R�t1 f+�l1�INTEI�ANCF IIU ACGt3RD�NCE WITN
<br /> I ',, �� _ �ASTEN GEOTEXT6LE TC3 U1SDCl�'STAfiI[3ARD SFECtEICATIONS 8-Q1.3(9�A ; DRAWING STATUS
<br /> ' �, �' � ;�� ������E����F,��.�� ���$-��.�cx��. BUILDING PERMIT SET
<br /> ;
<br /> I BACK[1P SUPPQRT : i I (�j ,� {� 3. SP4IC�5 5Hl�CL t4EV�R��4�4�1���it�Lt7W 5RC1T�
<br /> I *" ' t� ��" � ' OR SUMP LC3CATI{�t�S.IF SPLICkS AR�Lt�C/�T£D IN
<br /> � ' ' �� I i a z �OW OR S�lMP,4RfA;5,TNE fEE�CE tYAY N�ED TC� � �
<br /> sAc�����Eo� � ' �g; �� �, ___ ��L�_LocK,�v�-r,�-n�v�c�r�E s�R���sra����u�,���s o-r���x�ss�aP����(�p. = e Discrepancies must be reported to the Architect
<br /> I c°"'Pa`TE° ' `� '' — '�' '-'���'�`� so�tr��������� before proceeding. Only figured dimensions are
<br /> �, NATiVE S(7li. �, GEOTEXTILE � ``� � ' 120##MIN 7ENSILE STREl�tiTH, �. lNSTALL SILT F�hJG1�JG FR€t�Lt,EI.TO fv�APPE[?
<br /> � � to be used. Contractors must check all
<br /> �I '� ` � ��i , � � UV STA�iLiZED CGNTt]UR IINfS.
<br /> �. ; _
<br /> I F�� �� ,,"�i
<br /> �
<br /> ; s, �u��r,��xc�v���o,�,nn��s�n�z�a�sru����a� dimensions on site. This drawing is protected
<br /> I �` � �� � T����our����ezu��za��e�as s�v���s�s by co[�y�ight.
<br /> ' FEASIBIE,AND SMOOTH SURFACE FOILOWING
<br /> �°,� "��' � ' EXCAVATlON TO AV�ID CONCENTRATING FLOWS.
<br /> �''��� �"a � �"='�—. connPacrioN�nusr aE AOEctua�E To QREVErvr � � ALL DIMENSIONS ARE SHOWN IN IMPERIAL.
<br /> N TR�HTEXTILE ��;'� ,;-��� UNDFR�UTTING FLOWS. �
<br /> � ��' ' .�� � n
<br /> � �' '��'`�,� -BACKUP SUPPORT I
<br /> - f z GEOTEXTILE FQR SILT FENCE � � � �F ��?�I TYPICAL ���
<br /> -N�' � SEE STANDARD SPECIFICATION �y i'�s q � �p�, STEEL POST � f � �
<br /> � � G�r,'!�� F' {TYPICAL}—__. � �' � ���
<br /> � � SECTION 4-33.2(1),TABLE 6--� ��� ,� � 1 �� I';
<br /> ( � � ,}i `{� � �'�� � � ���.�� i .� _� ���u
<br /> � %��'� ,1,, ' ��' ' -� � ��� ���s � CONSULTANTS
<br /> �� �� �� � ��� v � � � � Site Plannin • Civil En ineerin
<br /> �� � ' � f ' �`�P � CONT. HIGH VISIBILITY g g g
<br /> � TYPICAL I�ISTALLAT�ON DETAIL �� ���a ���� �"��� ����c���' ����������� '�����`�` CONSTRUCTION FENCE, lantl UseConsulting• Project Management �� �
<br /> - ---- � i �
<br /> I ��` "' '' � � (TYPICALj � ��,,s��° � TENSAR OR EQUAt 11431 Willows Rd.NE,Suite 120
<br /> �� ,F?
<br /> Redmond,WA 98052
<br /> INSTALL BACKUP SUPPQRT FOR ��I , � � � � � � � ���f�� �
<br /> ;� �'I�! � r, '�� ;,�_� Phone:(425)285-2390(FfiX:(425)285-2389
<br /> THEGEOTEXTILESEE57ANDARD * � �-� � � www.cphconsultants.com
<br /> ''�`1 � i''� f�� � ,�r�,;i� �
<br /> � SPECIFICATION SECTION 8.01.3(9)A ���� �-�` �� i ,
<br /> � ''i '�� �' ,�Jy� �� p� STAMP NORTH ARROW
<br /> i, � i G �
<br /> � ���I�� � �,/�I� ����P iel d- �,�` �
<br /> ° � r � ^"� �� � � II P�'S� P�� SPLICED FENCE SECTIONS SHALL BE ClOSE ENOUGH TOGETHER `�1.� ,�' �� C�"
<br /> � �� � � F-O TO FREVEfVT SILT IADEN WATER FROM ESCAPING THROUGH THE �"" ��`, ^+'� �
<br /> ��� � � '� .
<br /> �� � � , O Ct
<br /> � �F'j � � ,� `�� 6 �0�� FENCE AT THE OVERLAP. �``� `��' ��
<br /> � � �� fi -ffi� ,k " ;�} � � Q � � , I r �- b � ,�� �
<br /> '; � r �l `��� � = �;
<br /> w '' „� + � �� ' -� �� SFLICE DETAIL —� � , -' � � ` � ��3 �
<br /> � r � � � r L ' , y, _ _ _ _ -- � - � � � � �
<br /> o � ; � ,
<br /> � t I ��� g WSDOT STD PLAN I 30.10-OZ ACCEPTABLE SUBSTITUTE �k �y;p �" �� �
<br /> � �� �" l���/ � WITH�BACKUP SUPPORT -- - - � � ,o ,. � �'�.`� �"�'i, ';r _
<br /> ( EXCEPT STEEL P05T REQUIRED � ' � �
<br /> � ' L�� RtiP ;�` ��' ��'� � ���
<br /> z � P ISOMETRIC � CITY OF EVERETT I �`�'� �'
<br /> �;W �, � �'� Q(i0����0 _ ���''F��T PUBLIC WORKS DEPARTMENT � �� � �
<br /> �NA�. ��-
<br /> 00 �
<br /> �>! METAL FENCE " ���
<br /> � �t ��.� �o�.���� �,�.� °� �
<br /> �,� o / �£ftYAN� ��„„,�,�. 10 MAX. DRA4�,�NG TITLE � � ,
<br /> I HEATHER GRIfFlN PAllL WIIHEtM j FSH ) ) POSTS (TYP.) �� •�
<br /> o� � —f�3����2�17 �
<br /> �, "�' �
<br /> s�; I TEMPORARY SILT FENCE �� �14 � TEMPORARY EROSION
<br /> rn £g�� � ; �
<br /> � _ ; ,
<br /> � CONTROL DETAILS
<br /> = TEMPORARY SILT FENCE CONSTRUCTION FENCE �
<br /> - DRAWN CHECKED
<br /> NOT TO SCALE NOT TO SCALE PCE RAS
<br /> � SCAIE @ ARCH D DATE �
<br /> � PL/��l APPR�lPED 3/9/2018
<br /> — � � �
<br /> GRAPHIC SCALE
<br /> � P LSC SERVICES T
<br /> � > DRAT9dAGE EROSYON
<br /> pvacrc rsrsRx�
<br /> �
<br /> o,7 DEPARTMEN7° �
<br /> o W WATER • PROJECT N0.
<br /> /� A PUBLEC VtORKS PERMIT 45 � �+'7
<br /> O � ANY CONSTRtlCTTON ON TH15
<br /> S E W E R AEQUIRED PRIOR TO STARTING Q O�V/-17-001 -
<br /> r � �
<br /> PRO7ECT. AP�ROVAL FOR TNIS
<br /> �� PRQ3ECT a§ CONDITI�NAL pea� DRAWING N0. REVISION NQ.
<br /> I� �� TRAFFI CURP.ENT ��._�y/'5'!/'q,Np�6pARDS AND
<br /> � N EXPIRES_�-L�GLLUNLFSS Know what�s below.
<br /> O � �� PERMIT FOR CO'�SYRUCTION HAS
<br /> �00 GYPEEER BEEN ISSVED.
<br /> Call before you dig.
<br /> � U
<br /> •�N
<br /> a� DATUM: PEVT0046 NORTH MARINA •
<br /> �N
<br /> ,1 r Copyright OO 2017 CPH Consultants,LLC. AII Rights Reserved.
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