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<br /> PROPOSED 18�� SS PROPOSED 18�� SS ZIMMER GUNSUL FRASCA ARCHITECTS LLP
<br /> SAWCUT TO SPRINGLINE ' ' RE-CHANNEL AS REQD ; ;
<br /> � � ,� CHANNEL AND ' ' PORTIAND
<br /> � SHELF, TYP SEATfIE
<br /> LOS ANGELES
<br /> „ \ �=' „ PROPOSED 6'� SS 6�� � � EXIST 21�� SS OUTLET EW YORKON DC
<br /> 6 '�\ EXIST 21 SS OUTLET �
<br /> - ----- --- --- --- ,
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<br /> - � _ �� 925 Fourth Avenue
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<br /> SECT '�' � ---
<br /> -- - -- -- Suite 2400
<br /> --- 6�� - DEMOLISH EXIST
<br /> , �� Seattle, WA 98104
<br /> EXIST 21" SS INLET FLOW J 21 SS INLET � T 206 623 9414
<br /> F 206 623 7828
<br /> � TYPE 2 72 SSMH SIM www.zgf.com
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<br /> , , FLOW, TYP ; ;
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<br /> � � Consultants
<br /> PROPOSED 21'� SS PROPOSED 21'� SS
<br /> SEE PLAN -" _" .
<br /> _- CIVIL ENGINEER
<br /> - � -- - �
<br /> P�N Magnusson Klemencic Associates
<br /> P�N 1301 Fifth Avenue, Suite 3200
<br /> � ;- PROPOSED SS, IE PER PLAN Seattle, WA 98101-2699
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<br /> � � TYPE 2 72'�SSMH �� PLUG WALL VOID FROM T 206-292-1200
<br /> �� �� LANDSCAPE ARCHITECT
<br /> DEMOLI SHED EXI ST 21 SS
<br /> � OVERFLOW 112_8� PRECAST CONC BASE -�, ,, � n
<br /> � �� '� - SAWCUT TO SPRINGLINE AROUND PROPOSED 6�� SS -�., � Site Workshop
<br /> �` ,� / � 222 Eturia Street
<br /> ;' � Seattle, WA 98109
<br /> % T 206-285-3026
<br /> 24�� DIA RESTRICTOR EXIST INLET EXIST OUTLET PROPOSED SS PROPOSED SS
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<br /> ELECTRICAL ENGINEEr�
<br /> �'��, i i ' i i'� � !� � IE PER PLAN STANTEC CONSULTING SERVICES
<br /> I I � ` IE PER PLAN , I � � i 4100 194th Street, Suite 400
<br /> IE PER PLAN ( ' ' ' ' ' ' ,i IE PER PLAN - - - � - - - <` - -- - - - - � - � - � Lynwood, WA 98036-4613
<br /> � . - - - - - - - _ - - - - - - - � � �
<br /> ��,\ T 206-667-0553
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<br /> _ -� _�; , _ '��`_ 8'x8' CIP BASE W/ #5 C� 8" EW - �_' � � '='� _ � =-
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<br /> �;� / 6" �,
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<br /> yINLET OUTLET - � SECTION SECTION �- PROPOSED SS, [E PER PLAN
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<br /> IE 107.37 IE_107.37_�
<br /> � . ____ � � COMPACTED BASE COURSE -`
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<br /> STEP 1 STEP
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<br /> PRIMARY ORIFICE, 2��� DIA 84" N NOTES� NOTES�
<br /> 1. FOR DETAILS NOT SHOWN CONSTRUCT IN 1. FOR DETAILS NOT SHOWN, SEE CITY OF EVERETT STANDARD DRAWING NUMBER 605B. USE SADDLE MH BASE.
<br /> ACCORDANCE WITH COE STD PLAN 412A.
<br /> 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS 2. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.
<br /> SECTION FOR STRUCTURE AND RESTRICTOR ASSEMBLY
<br /> 3. SEE SHEET C6.01 FOR PIPE SIZE AND INVERT ELEVATIONS.
<br /> FOR A/E AND COE REVIEW.
<br /> " RE TRI TOR , NOT USED 2 SSMH OVER EXIST SS 3
<br /> CATCH BASIN TYPE 2 , 84 W/ S C
<br /> NTS C5.01 C7.03 NTS -- C7.03 NTS C6.01 C7.03
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<br /> _ Revisions
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<br /> 1 0 DOC REL 01 06/04/16
<br /> , ,�, ; ,;: ,, ..; ° ',. 1 DOC REL 02 09/21/16
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<br /> � UNBALANCED CROSS TEE CROSS WITH PLUG /�
<br /> z � CONCRETE THRUST BLOCK
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<br /> �:.. ; , ,;;,.;,� �-;,:. , :;,:�, ; �:,: ;%� THRUST BLOCK AREA REFERS �����N��S
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<br /> %� TO THE BOTTOM FACE OF
<br /> BLOCK MEASURED IN SQUARE
<br /> FEET
<br /> PLUGGED TEE PIPE & CAP HORIZONTAL BEND
<br /> SDMH PER PLAN HORIZONTAL THRUST BLOCK VERTICAL THRUST BLOCK
<br /> NOTES�
<br /> 1. ALL BLOCKING FOR HORIZONTAL FITTINGS (POURED IN PLACE) SHALL BEAR AGAINST UNDISTURBED NORTH SITE
<br /> NATIVE GROUND. THRUST BLOCK AREA IN SQUARE FEET
<br /> BACKWATER VALVE TYPE TF-1 2. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MINIMUM 1 DAY. PRESSURE TESTING
<br /> SHALL OCCUR AFTER CONCRETE HAS REACHED f�c. FITTING 90° BEND TECAPND 45° BEND 22Y° BEND 11Y° BEND �- �"�'"�''���
<br /> 3. ALL BEARING AREAS ARE BASED ON 225 PSI TEST PRESSURE, 3 FT MINIMUM COVER, 3,000 PSF „ � Regiona[ N1�c�ical �enter
<br /> ALLOWABLE SOIL BEARING PRESSURE AND 1.5 FACTOR OF SAFETY. CONTRACTOR SHALL VERIFY 6 4.5 3.2 2.4 1.2 0.6 Everett
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<br /> ALLOWABLE SOIL BEARING PRESSURE� AND REQUIRED TEST PRESSURE AND ADJUST BEARIN� AREAS � "' 8�� 8.0 5.7 4.3 2.2 1.1
<br /> � � A S R E Q U I R E D. Eve ett,tWashington 98201
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<br /> DIA AND IE PER PLAN �� � ' ' DIA AND IE PER PLAN 4. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL
<br /> OCCUR AFTER CONCRETE HAS REACHED f'c.
<br /> Drawing Title
<br /> � MOUNTING BAND 5. ALL BLOCKING TO BE CONCRETE f'c = 3,000 PSI MINIMUM. SECTIONS AND
<br /> 6. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA DETAILS
<br /> POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS. ACCESS TO
<br /> BOLTS AND GLANDS SHALL BE PROVIDED.
<br /> 7. ALL HORIZONTAL BLOCKING THRUST AREAS SHALL BE CENTERED ON PIPE.
<br /> ALVE TYPE TF- 1 IN SDMH 4 HORIZONTAL THRUST BLOCKING AND VETICAL THRUST BLOCKING FOR CONCAVE VERTICAL BENDS 5
<br /> BAC KWAT E R V
<br /> T C5.01 C7.03 NTS C0.02 C7.03
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<br /> 3 Date: 08 NOVEMBER, 2016
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<br /> � Job No: S23257
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<br /> ; Drawn By: CRM
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