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w
<br /> i i i
<br /> N
<br /> � PROJECT
<br /> W PROJECT NAA�IE
<br /> � µ `�� EVERETT WATERFRONT
<br /> , o
<br /> QL --- � - ---- ----- ---- --�- - --- --- -- -- -� HOTEL INDIGO
<br /> ----- -
<br /> ° NOTES I,
<br /> x NOTES
<br /> 1. STABILIZED CONSTRUCTION ENTRANCE SHALL i 1. CATCH BASIN INSERTS SHALL BE REMOVED ATTHE PRO.�ECTADDRESS
<br /> N MEET THE REQUIREMENTS OF WSDOT STANDARD , 5"MAX 1 END OF THE PROJECT. '
<br /> SPECIFICATION SECTION 8-013(7). j DRAINAGE GRATE ! 1442 MILLWRIGHT LOOP S
<br /> i �-TRIM 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN I /�
<br /> I � RECOMMENDATIONSECATC BAS NF N ETRNSERTS EVERETT� Wl`1
<br /> GRATE FRAME- ---OVERFLOW BYPASS SHALL BE INSTALLED IN CURB WLETS. I (�.IENT
<br /> BELOW INLET GRATE 3. CATCH BASIN IN5ERT5 SHALL BE INSTALLED PRIOR TO I
<br /> SEDIMENT DEVICE CLEARING AND GRADWG ACTIVITY,OR UPON , WATER PLACE
<br /> AND DEBRIS
<br /> , ! PLACEMENT OF A NEW CATCH BASIN. HOTEL, LLC
<br /> - - ---- INSTAIL DRIVEWAY CULVERT _
<br /> IF THERE IS A ROADSIDE DITCH FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT
<br /> PRESENT
<br /> 25� WHEN IT BECOMES ONE TH�RD FULL OR IN
<br /> �"� �� ACCORDANCE WITH THE MANUFACTURES' '
<br /> INSTRUCTIONS.
<br /> \� � __- ' �
<br /> 25--�� � \ ,--" ' S. SEDIMENT REMOVAL SHAIL BE ACC�MPLISHED BY "
<br /> �� EX�ST�N�'R�P'� —"i� ~ REMOVWG THE INLET INSERTS,EMPTYING,AND
<br /> �J ' `� i '� �--- 30'MIN TYPICAL RE-INSTALUNG IT INTO THE CATCH BASIN.DO NOT
<br /> WASH SEDIMENT INTO STORM DRAINS WHILE '
<br /> ._ »� � _
<br /> \ � ' � � CLEANING. �
<br /> � ' \ � "�� 6. SIZE THE BELOW INLET 6RATE DEVICE(BIGD)FOR THE
<br /> � _ ��+ *�� --��`� ---" � �� STORM WATER STRUCTURE IT WILL SERVICE I �
<br /> ,:s�� '�- �
<br /> r,�- ����_ - � ' ' _
<br /> � \�� _��\' 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF ',
<br /> \ __ � "� SYSTEM(OVERFLOW BYPASS).
<br /> 'r---PERMEABLE BALLASTTYPICAL SEE
<br /> � � STANDARD SPECIFICATION SECTION VI EW 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF '
<br /> �� /�
<br /> ` � SECTION 9-039(2)
<br /> � �� �� THE BIGD WITHOUT SPILUNG THE COLLECTED
<br /> MATERIAL.
<br /> \
<br /> LENGTH AS REQUIRED 100'MIN,EXCEPT //� DEPTIH sr� � ' —
<br /> MAY BE REDUCED TO 50'MIN FOR � '^�v 9. PERFORM MAINTENANCE IN ACCORDANCE WITH '
<br /> �' TYPICAL , ,x RETRIEVAL SYSTEM
<br /> SITES WITH LESS THAN ONE ACRE ��' � STANDARD SPECIFICATION 8-01.3(15).
<br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR---� -� TYPICAL '
<br /> DRAINAGE GRATE
<br /> � �.� �
<br /> PLACE CONSTRUCTION GEOTEXTIIE FOR SOIL o ',
<br /> � STABILIZATION FROM THE EDGE OF THE EXISTING /� �- PROVIDE FULL WIDTH OF � '
<br /> 3 ROADWAY TO THE CONSTRUCTION ENTRANCE, ;' INGRESS/EGRESS AREA , � I
<br /> OR AS DIRECTED BY THE ENGINEER �
<br /> - 15'M W 3
<br /> - Z
<br /> � ' _
<br /> o I
<br /> o � i
<br /> � '
<br /> "o I ISOMETRICVIEW o BELOWINLETGRATE WSDOTSTDPLANI-40.20-OOACCEPTABLESUBSTITUTEIF �', NO. ISSUED DATE
<br /> F I WSDOT STD PLAN I-80.10-02 ACCEPTABLE SUBSTITUTE ¢ _ _ �PiCAL MAINTENANCE MEETS NOTES 1-5 -J REVISIONS
<br /> CONSTRUCTION ENTRANCE DEVICE OVERFLOW BYPASS �
<br /> � �� I CITY OF EVERETT = '
<br /> �m I j EYER£TT pUBLiC W OR K S D E P A R T M E N T �a � CITY OF EVERETT !, �SULTANTS
<br /> �m
<br /> I ; W^
<br /> �� �R�T PUBLIC WORKS DEPARTMENT � �fdEER -
<br /> '"" � K. ,.�- ��,n ��fi. _
<br /> .r���.
<br /> pn � RVANSASS ���.HEATHERGRIff�N PAtIIWiLHELM I ESH 03�17�ZO17�� o� RYANSASS IHEATHERGRIFFIN'��. PAULWIIHELM �ESH
<br /> � ' CPH Cotisulhants
<br /> ' r,t __ ._ _ °° 11431 Wiliows Rad NE Suite 120
<br /> m - "' c";"` ' dm ISOMETRIC VIEW i2/3o/zoi6'
<br /> �o CONSTRUCTION ACCESS � 201 Q� STORM DRAIN INLET �` '»"� Redmond,WA98052 '
<br /> ' PROTECTION 210 ! T:425.285.2390, F:425.2852389
<br /> `�� LANDSCAPE ARCHITECT
<br /> __ _- _ ___ _ _—--- -__ _-- __ _-- - ---- _--- �_._ _--- _ T
<br /> .__- - - - _--- --
<br /> ___ _. _-- --- --_
<br /> �- .
<br /> Geyer Cobum Hub�ins{GCN)
<br /> 1�7 DexterAve N,Suite 3
<br /> S�attle,WA 9$109
<br /> STABI LIZED N TRU TI N ENTRANCE CATCH BASI N I N LET PROTECTIQN T:�.2�.��, F:�.2�.�
<br /> NOT TO SCALE STRUCTURAL ENGINEER
<br /> NOT TO SCALE
<br /> Br9enen Structural Engine�s,P8
<br /> 1316 Cen�al Av�ertiue S,Suibe 200
<br /> Kent,WA SB032
<br /> T:206.39T.0000
<br /> MECHANICALI ELE�TRICAL ENGINEER
<br /> Tres West Engir�eers,inc. .
<br /> 2702 South 42nd 5lreet,Suite 301
<br /> , -- __ _ __ _ __ --- — -- -__--- ---- ---------- L---__ --____-- — ___ _ ------�---- -- -------- -- Tacoma,WA 98409
<br /> T:253.472.3300
<br /> NOTE$ ' INTERIOR DESIGN
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD
<br /> ASSURES FABRIC IS FIRMLY SPECIF�CATIONS 8-013(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO PQINT Jenaen Fey Arehitecture+planning
<br /> _ HELD BY THE BACKUP SLIGHTLY UPSLQPE TO PREVENT SEDIMENT FROM 7T30 L@8f�1 Wfly/NE
<br /> SUPPORT IN A WAY THAT FIOWING AROUND THE ENDS OF THE FENCE. RBdm�Id,WA 9�52
<br /> REDUCES THE POTENTIAL ' —
<br /> FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH T:425.Z'IB.O3'I8
<br /> � - - FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-013(9)A ' DRAWING STATUS
<br /> — POST EVERY 6"IN O.C. AND 8-013(15).
<br /> BACKUP SUPPORT-� � ' BUILDING PERMlT SET
<br /> 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br /> BACKFILLED& ,.,� OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN
<br /> �' Z LOW OR SUMP AREAS,THE FENCE MAY NEED TO
<br /> � I � --- SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. •
<br /> !I COMPACTED i�J Disc;nepancies must be reported to the Architect
<br /> NATIVE SOIL �i' 6/6(MIN GRADE)
<br /> �EOTEXTILE�\� �/ 120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED I�fOI�pI"OC�In�. Only figured dimensions are
<br /> � UV STABILIZED CONTOUR LINES.
<br /> to be used. Contractors must chedc all
<br /> F��w 5. DURlNG EXCAVATION,MINIMIZE DISTURBING
<br /> ' � � THE GROUND AROUND TRENCH AS MUCH AS IS ' dICI�eI�SIOI�S OI�Slte. This drawing is protected
<br /> I �_�-- FEASBLE,AND SMOOTH SURFACE FOLLOWIN6 ' �y Wpyn9ht.
<br /> EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br /> ��� COMPACTION MUST BE ADEQUATE TO PREVENT ALL DIMENSIONS ARE SHOWN IN IMPERIAL.
<br /> BURY GEOTEXTILE � UNDERCUTTING FLOWS. '
<br /> IN TRENCH- �
<br /> c � •. J, I
<br /> � GEOTEXTILE FOR SILT FENCE FF /�BACKUP SUPPORT ,
<br /> I �� SEE STANDARD SPECIFICATION � �0�, STEEL POST i (TYP�CAL)
<br /> � � � SECTION 9-33.2(1),TABIE 6 ---\ F,l (TYPICAL) ,�
<br /> � �
<br /> I � � ,
<br /> ____.� ;F�, 0 /� �� ,� I /�
<br /> �l-,o��9`j� �\\ //j� /U P��P I /, I
<br /> TYPICAL INSTALLATION DETAIL , �' ���° FABRIC / � CONT. Ht[�F! V1S1BtLITY C C} N S U L TA N T S
<br /> � � Site Planning•Civil Engincering
<br /> ��'Q���� (GEOTEXTILE) CONSTJ2UCTION FENCE, Land Use Consu�ing•Projes,t Management
<br /> �' � (TYPICAL)-- I
<br /> TENSAR OR EQUAL
<br /> INSTALL BACKUP SUPPORT FOR � I� � 11431 WIIbM�S Rd.NE,SUI�B 1Z0
<br /> B
<br /> �
<br /> i
<br /> THE GEOTEXTILE SEE STANDARD ��� � +� ', Plqn�(425)��N(:(425)285-2389
<br /> o SPECIFICATION SECTION 8.01.3(9)A,� �� ��� www.cphconsulteots.com
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<br /> � G ����
<br /> N � � STAMP NORTH ARRQW
<br /> 3 �i�/�� �P�.�pp.�P SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER � P• �C�j,
<br /> _' i p � TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE � 0� ASj�r v�
<br /> � /i� �0�� FENCE AT THE OVERLAP. ' �, �w f�C �'
<br /> � ^ - �' SPLICE DETAIL ��� z�
<br /> � " '�� (� WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE j
<br /> � -`,-���� TYPICAL SILT FENCE
<br /> � _ �� � I) EXCEPT STEEL POST REQUIRED
<br /> 5
<br /> w �� � � WITH BACKUP SUPPORT _ -- ___ .- - , � j S T� 1� _
<br /> �� �� ,,- �L'(��P��P ISOMETRlC CITY OF EVERETT ' �'ssI ��
<br /> �m �,� � �� Q��� � �T PUBLIC WORKS DEPARTMENT , g'VAL
<br /> \ 20 � ItRYAN5A55 �HEATHERGRIFFIN. PAULWILHELM ��W�_ESH 15 �-/ o�1N6H METAL FENCE � � "��}��
<br /> ��
<br /> N / POSTS (TYP.)
<br /> 00
<br /> a� � �03 v zoi�'; 10' MAX.
<br /> � .go TEMPORARY SILT FENCE � 214 , �R1�WINGnTLE
<br /> ��
<br /> � TEMPORARY EROSION
<br /> na
<br /> 3 _ --- --._ _ -- — -_ __� --- _-- —_. _
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<br /> --1 _ --— ---___-- _---- ___�_ _
<br /> ------ -- _ _-- ----------
<br /> -� _ .
<br /> 0
<br /> � CONTROL DETAILS
<br /> `=' TEMPORARY SILT FENCE CONSTRUCTION FENCE .
<br /> �
<br /> DRAWN CHECI�D
<br /> �� ..
<br /> � NOT TO SCALE NOT TO SCALE
<br /> � PCE FtAS
<br /> �
<br /> �
<br /> � SCALE�ARCH D DATE
<br /> � 3/9/2018
<br /> �
<br /> N GRAPHIC SCALE
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<br /> a�
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<br /> �
<br /> �
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<br /> 3
<br /> �Q , PRWECT NQ.
<br /> Q � a ° 01 fi7-17-001
<br /> �� �
<br /> �
<br /> DRAWING N0. REVISION N0.
<br /> � N Know what's below.
<br /> �� CBII before you dig.
<br /> U �
<br /> �O
<br /> i°\' DATUM: PEVT0046 NORTH MARINA •
<br /> � r\ Copyright O 2617 CPH Consultants,LLC. All Rights Reserved.
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