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_ _ _ C�NS CTION NOTES AND DETAILS <br /> � <br /> ��� N�� � <br /> f�,�r.�.'�,`�'.*'.,,,;✓ f 1, AS ACCEPTABLE ALTERNATIVES TO THE REBAR SE AWAY C E NTE R �� <br /> �,��^,,,�� �.,�.�,,� -`.�-�,.r. SHOWN IN THE PRECAST BASE SECTION, FIBERS <br /> �'C.,�,.���5�,�'`� . (�PLACED ACCORDING TO THE STANDARD P IP E A L�.O WA N C ES � 1. NO STEPS ARE REQUIRE� WHEN HEIGHt t5 4" QR LESS. <br /> � s ��� SPECIFICATIONS), OR WIRE MESH HAVING A MINIMUM <br /> �''*. ��f �"�,� .-`� AREA OF 0.12 S(�UARE INCHES PER FOOT SHALL BE RECORD DF�A W/NG �AT�� B;A�IA! ��4� �:Np �. THE Bi3TTdM OF TIiE PfiECAST �AT�1� BASIN MAY BE SLOPED TC'� FACILITA7E CLEANIN� <br /> '``�,�-.,4 '��.�,.r'��-�.�/� USED WITH THE MINIMiJM REQUIRED REBAR SHOWN i MAXIMUM VANE� GRATE <br /> `�,.,�-�,, � ,,,� IN THE ALTERNATIVE PRECAST BASE SECTIt�N- WIRE PIi�E MATERIAL INSIDE �OR MA�tN(3CE RIN:(+ AN[� Ct}VER 3, THE REC7P�NGULAR FRAME AND GRATE MAY 6E INSTALLEO WITH THE FLt�NGE UP OR <br /> �-.,�._„�`�-'f,- MESH SHALL NOT BE PLRCE� IN THE KNOCKOUTS. pIAMETER ' D�}WN. THE FRAME MAY BE CAST INTa THE AD�IUSTMENT $ECTION. <br /> 2. THE KNOC OUT DIAMETER SHALL NOT BE GREATER r- HANDHOLG <br /> � REINFORCED f3R � f 4. KNOCKQ�UTS SHALL HAVE A WALL THIGKNESS 0� 2" MINIMUM TO 2.5" MAXIMUM. <br /> THAN 20". KNOCKOt1T5 SHALL HAVE A YMALL PLAIN GON�RET� �� � "'°"�' " ' f PROVIDE A 1.5" MiNIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTS�IDE OF <br /> FRAME AND VANEQ GRATE THICKNESS OF 2" MINIMUM TO 2.5�� MAXIMUM. � � `' ""`���_ y THE PIPE. Af7ER THE FIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN <br /> PROVIDE A t.5" MINIMUM GAF' BETWEEN THE �; � � �Et'�T,��dG�3L,j,R �,GJUSTF,�EPJT SECI`�(�N <br /> � � " •�• � ACCORDANCE WITH WSDqT STANDARD SP�CIFICATIQN 9-Q4,3, <br /> „�-,,� �,:�^4,� KNOCitOUT WALL AND THE OUTSIDE OF THE PIPE. ALL METAL �IPE '1�"` ; . - t�#� GiF��tJLAE2 ADJLi�T'�S�N'f �ECTIt�N <br /> ' r�: �'� �. i a <br /> A,, 1,-1`" '-�. A�ER THE PIPE IS INSTALLE�, FILL THE GAP WITH � <br /> �' �` `'�,� �'` { �' ,.����, JOINT MORTAR 1N ACCORDANCE WITH STANDARD �p�SP �1= �`'�- " � <br /> '� ��+ �\� ` �..,���� � WSDOT SPECIFIGATION 9-(34.�. 1�" ��,' '�'-�_ ��`` -,_, ' <br /> ��• (WS�UT STO, SPEC. 9-c�5.20) � � . , q W-. <br /> �=�"�"'- CATCH BAS1N DIMENSIONS <br /> '� � �' �``� ``. 3. THE MAXIMUM GEPTH FR4M THE FINISHED GRADE TO � ° ' � '~' � � ° -• � ".' FI..d+T SL,�ttE� Tt�P <br /> SOLIQ WALL PVC <br /> ''' ,.'� f '�r T H E L O W E S T P I P E I N V E R T S H A L L H E 5'. ���' � D ' 0 6 +, CATCt-1 MAXIMUM M I NI M U M BASE REINFbRCIt•tG STEEL <br /> �,�� ,�-• ,/ � (WSD�T STD. SPEC. 9-0�.12{1)) z ' �. � �ASIN WALL ��`E KNOCKOUT �ISTANCE a,� 7�r�#. IN E�CH DIRECTION <br /> �� �.,,� �''r � .�''�'"�`,�}' d. THE FRAME ANO GRATE 1vtAY BE INSTALLEp WITH � 'a� � ' THICKNESS THICiCNESS 9ETWEEN <br /> `'.� �''�'``-t:,� �`� '`P 'r '"` THE FLANGE UP OR DOWN. THE FRAME MAY BE PROFVLE WALL PVC �5» � , p ,"m pIAMETER SIZE <br /> f . � � �+1J��3t�T �'TL�. �P'��. �-�4���12g�.)� _ �, KNOCKOUTS fPARATE BASE lNTEGRAL HASE <br /> CAST INTO THE ADJUSTMENT SECTION. � :p � <br /> '` �cCORRUGATED POLYETHYLENE �u``�.' ' ,r�. �48" 4" 6" 36°' 8" t�.23 0.15 <br /> �`'`-.y f,- � 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED STORM SEWER PIPE `- '.�•, f:?IAFr1ETE� _ , <br /> ~-. ,,- �,. {��n� � ���> FLOQR, AND THE WA�,LS MAY BE SLOPED AT A RATE „ � � 4$", 54", 6t7 , 72", �4" Oi� 96" a�.�'. 54" 4.5" 8" 4z" 8" 0_19 0.19 <br /> • > OF 1:24 OR STEEPEF�. � •' ": PER PLANS •` � <br /> .'� 6t�" 5�• 8" 48 8" 0,25 0.25 <br /> �'�'� � � • - MOR7f+� �TYP.) <br /> "`�.., ` ��> y 6. THE GPEAl4N� sHALL BE tvIEASU�tED AT THE T{�P C7� � . a ,,• <br /> 72" 6� 8�� 6a" 12" 0.35 0.24 <br /> '`t.,, e�. ,,,-r THE PRECAST BASE SECTION, . w�:i <br /> �` "`f � ' 8" 12" 72" t�" 0.39 t?.29 <br /> ; CJ�JE �',� 8e4R I"�OC3P FC)� 6'� ?- ALL PfCKUP Ht�L�S SHALL BE GROUTED F'ULL AF'T`ER � , � .=• , � .' . '. ' "s 8�'� µ <br /> �:� FiEI(;HT THE BASIN HAS SEEN PLAGEt�. ' A - � 8 12" 84" 12" 0.39 d.29 <br /> ' • • ST�PS OR 96" <br /> TVVfJ �3 Br'ihi HU�F'S ��R 12„ i.ADGER <br /> �EI�H <br /> R��T����.AR A�JU�'f'l�l�t�:T ���fi'I±�� �- �t � � <br /> ��'4._ � PIPE ALLOWANCES <br /> l- �~'O r� <br /> �}. (��5�� - ,f`� � \'```'� -�"'�'- CATCH PIPE MATERIAL WITH MAXIMUM INSIDE QIAMETER <br /> �"��C",'��`.,-''}�`- .,.. .-'�:�``"�� ;R��•, ,-'�,/�f`� � �'''�`',`�ti�-.. `,� �.. BASIN A�.L St�LID PROFILE <br /> {��'"��`,.,-�`r, ���f'���� .'�'"��-jI`� ��� �,/,��- � ~�,,���; � - � DIAMETER CONCRETE METAL GPSSP PVC PVC <br /> ~i o'��r �~ ��;� ,.��r�''yJJ` ~�� � � ��°��� � . p ,g �,`,. 4$� ��" 30" �4MY '�7'' 3i7" <br /> w' j • � „� ,s� '� 54" 3Ct" 36" 3C� 27" 36" <br /> �f ��•,.�.~'`^.. �' . �� <br /> �l� *��� �� ��r l, O� � � ��� p �.�"'�'-� � .� .. � �} ` � �b . <br /> � <br /> ��, 4 �` � � � , �`,�� ! , . • � „ 60" 36" 43� 36�, ��„ 4�„ <br /> \�`�� ' �4`_ �`�-... .,='" /�-' f�, ..' � ,� i ( 'I-.,� �m � z � �J .� ° _,.R.- REINFORCING STEEI LT"1'P.) <br /> N �� <br /> �`"� ''• ~�.. ,� .!-' �.%'rl l, '' hA�CRTAR FILL�7 �- � <br /> � .�-''` �,. ,-f' .,�,� �`3 �AR E��H G�iRI�ER ��" I � d � �'��, � , ,� �2" �� ��" �2 3s,. �., <br /> �� /+.- I 1 8' IV11�9. � r , �``- •� r�� ;y ',-.a ' �FtAYEL BACKFILL Ft}R <br /> �,.�`� � ,�,' ,�--" � .� � �'`~, � "����2°' r- 8�"` ��" 6A" `��4"' 36'. 4�.. <br /> . <br /> i '�, ' ',' /,� , • � p `'� ,r PIPE ZONE BEDDIN� <br /> jl �� � � a i\ �� � �. � � ^� � r �r-ese-•,"r.-rW� 6"�?-�-.w-�r`-,�re=^r+�+s 96" 6C}" 7�., ��9"� .�fi,. ��„ <br /> e''� e � '� <br /> �3 FsA,R �ACH CQRNER- f I � O .f''� �' �`"�; � � � � ---�-� _ �. , .�,� ,� �� <br /> f . � fi,' � �� � `����� ��� � �..�1..��' Corrugc�te� Polyethyl�n� St�rm Sewer Fipe (Std S��c. 9-05.20} <br /> � ( � � 1 ��1 f� � � . st�. s¢e�. �-as r 2 i) <br /> , <br /> � 'r '`� � N ` '� i � F3Al� F�O�P -'� SEPARATE RASE INTEGRAL BASE �St� 5pec. 9 05 t2�2)� <br /> ���`�*, I ,�'"�� ��^� � i '� c,�►.�r-��-�uu►�� c�c,�sr wrr� �s� <br /> , 1 <br /> � .- I � � '` :��'�• � ^� �� a . <br /> �,,� r� �. <br /> ` "Ci' RIPiG -- <br /> �3 BA�" E;�,t�H `�IC�E --��`�-- � s'r� "'� �f ��",�I '• r' ,, ,i <br /> �� -,„-� �� i ,.�� 1 .�',/ �' � 4 L,, t .€ „ s , , s; <br /> `� '�.., ! � :�� � yt-'�� ,�a'ar+�rs".rcRrr-+^� <br /> ��ti,,�y. �, .�� ,.+ �EE hJC�TE 1 a � = GRAWEL BA�4��ILl FOR <br /> .` , �' .-''`� '"}""'"` � r '�,�',.��'�" PIPE ZONE SEDDING <br /> `���`j� :� ,�. �,,--� ALTERNATIVE PRECAST BASE SECTION �:_t...._ a��,-�� <br /> : �' � <br /> �.� 8�� E��H w�� PRECAST BASE SECTIOI'J ws��� s�ro P��� e��,�t�, ��E � SER��E ����� ��� ���� ����.�� ���� z <br /> w�p0� STE� i'I„�N �--5.��, T�'�� 1 ,4GGEPTA6LE St18STITltTE As::���T�Bt:E ��B'ST�T�J�'� YVSDOT STD PUW 8-10.20 TYPE 2 <br /> ACCEPTABLE SUBSTlTUTE <br /> r�. 12-03-2010 C I TY O F E V ER ETT 12-03-2010 .�.. � ��� ��� <br /> � Date: �2-0.3-?O�O �Z"Q3-Z0�0 <br /> CITY OF EVERETT CATCH BASIN TYPE A �a{e. CATCH BASIN TYPE A .---,� CITY OF EVERETT CATCH BASIN TYPE 2 �at�; �IT� t'�F �.���ETT CATCH BASIN TYPE 2 <br /> PUBLIC WORKS PUBLIC WORKS SHEET 2 OF 2 � PUBLIC WORKS 4 ., „ „ „ � „ �ote: <br /> �„�� � SHEET 1 OF 2 ; DEPARTMENT ��2 /A�-�� ( $ , 54 , 60 , 72 , $4 dc 96") P�IJ`BL1� 4Vt�RK� (48 , 54 , 6(� , �2 , 84 & 96 ) 404 <br /> DEPARTMENT 402 'OE Std Ow�: �� DEPARTMENT Sheet � of 2 4Q�' � DEPARTMENT Sheet 2 of 2 <br /> �'(� 'OE Std Dw� � C1E Std Dw� : � CYE Std G w ; <br /> NOTES a � <br /> , �. T�» ��;,�� as �����r��� -r� ,���c.�a������� ��".x��" r.��a:�E� �� ��v��� [VC�TES: ss Bo�rs w�r+, -_. <br /> 29 t%4' t�� �F�d[}WVf E Cit� �:t}E ST,Aa�l�9,#d�L� F'LI�tV� �i{7��t, �t�B,B dtEAlC3 $CYfi�, LOCKING NIJTS ``., ap <br /> LiFT GkTE SH�kLL E�' Cc�N5?RUCTEL? �•,, c� <br /> 2. WNEN BOLT-DC)WN GRATES OR COVERS ARE SPECIFIE� IN THE CONTRACT, OF: 1�/4" R-6061-T5 ALUM. g�^ 0� ��� `o� 3"-6" E ' ` I <br /> -� PRt)VIDE TWO HQLES IN THE FRAME THA7' ARE VER7ICAL�.Y ALIGNER WITH W CL�SE� CELL N£i�PRENE PER �"''Q <br /> � � FOR S3?E 5EE � M <br /> THE GRATE OR COUER SL07S. TAP EACH HOIE TO ACCEPT A S/$" - 11 ASTM 1Q5�-&i CHEMIGAL f'r_�-~�'�'� i-STD DNiG ` <br /> NG X 2 ALLEN HEAD CAP SCREW. LOCATIpN OF BOLT DOWN HOLES VARIES RESlSTAt��T (OIL & GftEASE), ` <br /> � <br /> AMONG DIFFERENT MANUFA�TURERS. 020NE RESISTANT, �+7' TO +250' � ! , ,.� , 412B) o <br /> F SERVIC� TEAAP. � � <br /> t! __._ � <br /> � � �--- _ - <br /> STAINLES5 STEEL `-,� i : cv �-�w�.. <br /> RECESSED ALLEN I � ,,� : e H <br /> HEAD CAP SCREW `-. � <br /> ._.. �__ - f ' <br /> �{,�,� ��<�,. 5/8" - t t NC x 2" �'" � ,,���` , �, D °i <br /> B(3�.'T-- �4%N hit}LE {T'YP, � <br /> � 5� � 7 1 NC, SE� _y' .- � A ao g D <br /> E�ETAIL & N�3TE 2 � _ ALL 1,J4 t�-�O6i-�6 ALUlA. � <br /> � F PLAN <br /> `r`3�" c�A�rE -, LIFT GATE DETAIL � <br /> ; <br /> , <br /> <<� ..�_ �� � �..�,�.x 1' ELEVATION �,O <br /> �,.�. ,� � � .�� �a� , �- <br /> � y 5a CF�AIN X <br /> `; ��� - _ <br /> � t t�o��es� r,,, �:��r c:are as�� r���� <br /> � PARTS: <br /> �� �;�.�r.� ��� �;��; �:��;� <br /> � � A. UL-FM LISTED SOFTSFATED WA STA7E APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLY INCLUDING 2-O.S.&Y <br /> ---�..-----, RESILIENT SEATED GATE YALVES, TEST COCKS, 3/4" BRASS OR COPPER BYPASS WITH INLINE VAL'VES, 5/8' X 3/4" <br /> � �'/��� � ��,��� %� ��� � l�� NEPTUNE METER W/E-CODER R900 I, CU FT W/STUB ANTENNA & A 3/4` DOUBLE CHECK VALVE ASSEMBLY. <br /> ,� r <br /> � �� f�l � � fi B. UNI-FLANGE WITH SET SCREWS OR MJ x FL ADAPTER WITH MEGALUG. a <br /> � . � � � � � <br /> P n� " � , �, .�� I � C. PRE CAST CONCREfE VAULT WITH STEEL ACCESS HATCH (AS MANUFACTURED BY UTILITY VAULT CO OR APPROVED EQUAL). � <br /> .{ "�. _T ' 1 <br /> �t� �j I `- ' " ;� --� � ,`f�r J PROVIDE OSHA APPROVED HOT DIPPED GALYANIZED STEEL LADDER INSTALLED IN SUCH A WAY THAT VAULT ACCESS DOES i <br /> � i � � � � NOT INTERFERE WITH INSTALLED EQUIPMENT MAINTENANCE. PROVIDE NON SLIP SURFACE ON ACCESS HATCH IF VAULT <br /> . <br /> , � '��� ;(,�,,��� INVERT LOCATED IN PEDESTRIAN WAIKWAY. a, <br /> �: �,/�'� � IJ�t�RRENE GASKET'�' �����`,�,F� D. DUCTILE IRON PIPE (SIZED AS REQUIRED) CLASS 52. x <br /> SECTkt�N \'_ WELD GATE A sSEM€3LY E. VAULT PENETRA710NS SHALL BE SEALED WITH WATER TIGHT GROUT, LINK-SEAL WALL SLEEVE OR APPRO � <br /> � eo�t-�owN o�ra� TO CAP NG � <br /> � C�E�IMIL � C3 J SE� h60'[E 2 F. TWO (2) GALVANIZED ADJUSTABLE PIPE SUPPORTS FOR 2-1/2" DIAMETER AND �e � <br /> �' ��������� *7���� G7L{ G. MINIMUM 6" COARSE AGGREGATE AASHTO GRADING N0.4 PER w a c. DR� <br /> ��.,.,,.�,_. _._.._.. ------- d,in Part,bas <br /> roP <br /> H. 6" FLOOR OPENING FOR DRAINAGE. �� � een ptepare ers �hough <br /> FRAME CAST INTO PREGAST f LANGE LJPWA(�E) , r 1 has b o�tided bY°th based ^ <br /> �'`� � I. 3" MIN. CLEARANCE FROM UNDERSIDE OF VAULT LID TO STEM 0 &Y �HF�,¢�I���P ttion PC dCawingaCe Sh0 � �� <br /> A�JUSTMENT SE�TION ^- SEE F � � Ke�" <br /> COE STD DWG� �Q7, a02 OR __� �" = �� , , _ ST�a;���iPE ����L �h�s S guilt"infor atio�and th�s CesurnPtion <br /> �U3 FOR aaJUS7MENT pE n��S `� �--�' '` `� '� . .\ �n as_builtinfoCle information,no P �ra�`J• � <br /> � <br /> �� � :¢., - � ` � NOTES: the ilab D � � <br /> � � �-. �� dr n� � �� � <br /> .`' '`r"".-� ' �ati ; i.i t• r e O <br /> � �`�r''�Y r'' ELB�N1--�.,� � - STUB WELDEQ 1. TEE AND GATE VAL'VE REQUIRED ON MAIN. be mgde C � D <br /> �'€ � �''' / TO STANDPIPE �,.�' e�tor Q <br /> �,,/` 2. SINGLE DETECTOR CHECKS ARE NOT APPROVED BACKFL�OW PREVENTI DEVICES. rmjt�(1 <br /> ; �, .. �, �: � j �Yy� Pe o0 <br /> ��; .�, e�``'�,, �,,r`' -�����1'� ��-�`+� �'��- ���� 3. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTI Y 8Y OWNER. � (� , <br /> °;:'�,. j�°a'� �'`*�,r,/� pRIF"IC� F'L�t,7E WELC?Ef� 4. At.i_ TEST COCKS MUST HAVE BRASS PLUGS. J � L <br /> ` T� ��UB. ORI�IGE :- t18 <br /> "`'f ��' & <br /> ��, /' f`� Mr4GHINE-CUT �'�� 5. ROUND MANHOLE LIDS ARE NOT TO BE USED. Pr'n�(��ame � <br /> 9`�,� '�' ` �� 6. INSIDE DEPTH IS TO BE KEPT AT A MINIMUM AS PER DIMENSION IN SK AND/OR AS APPR�OVED BY ClTY OF � <br /> � • '•� EVERETf UTILITIES DEPARTMENT. N <br /> ��BAN[3 �LBC�W Tc� 5T�1E3 � <br /> ��., 7. METER SHAII BE INSTALLED SUCH THAT IT CAN BE READ WITH ACCESS HATCH OPEN AND WITHOUT ENTERING THE VAULT. � <br /> SEC�TION O � ALL PARTS TO �E R-6�61-1'6 ALUM <br /> �. 8. ALL DIMENSIONS ARE MINiMUM CLEARANCE � <br /> SECONDARY ORIFICE DETAIL ~ <br /> WSDOT STd PLAN 8-30.T� WSDOT STD P{..AN 8-30.1f� . 9. ALL BACKFLOW DEVICES WIIL BE INSTALLED IN A VAULT OUTSIDE THE BUILDING UNLESS OTHERWISE APPROVED BY UTILfTIES a� <br /> A�CEF'TA��� SUBSTIT�:lTE <br /> ACCEPTABLE SUBSTITUTE SUPERINTENDENT. o <br /> CITY OF EVERETT RECTANGULAR FRAME ��-�-���� CITY OF EVERETT RECTANGULAR FRAME 12-�-��� ���'` CITY OF EVERETT LIFT �ATE ASSEMBLY AN 12-�-2010 CITY OF EVERETT DOUBLE CHECK DETECTOR �-2�-20�5 � <br /> Date Date: Date: Date: � <br /> PUBLIC WORKS FOR GRATE OR SOLID COVER PUBLIC WORKS FOR GRATE OR SOLID COVER PUBLIC WORKS SECONDARY ORIFICE PUBLIC WORKS VALVE ASSEMBLY <br /> � , � � q-O�J ,,� *T DEPARTMENT �REVERSIBLE) SHEET 2 OF 2 4O5 EVERETT DEPARTMENT DETAIL 412G ER�� DEPARTMENT (DCDA) 3" AND LARGER SERVICE 5 'I 5 � <br /> DEP/�RTMENT REVERSIBLE SHEEf 1 OF 2 � <br /> _QE ±d Ow� : '�OE Std Dw�. <br /> "OE Std Dw�t OE Std Dwc: °' <br /> � <br /> � <br /> No. Dofe By Ckd. Appr. Rev�s�on Des�gned �� Scole: pH�� ,p G,HAV Fp�': �"I��e' <br /> Job Number �_ <br /> 6 3/O1/18 MDY CP CP RECORD DRAWING �.�P � WAS A� �► � �1 18215 72ND AVENUE SOUTH D <br /> � <br /> �, y �, Q- � KENT, WA 98032 BERTCH CAPITAL PARTNERS 17798 � <br /> � 8�,4�,8 MDY �P �P REVISEO RECOR'�D ORAW/NG PER WATfR MA/N REV/S/ONS o�aw� �K Horizontol o� � , y� �� CONSTRUCTION NOTES AND DETAILS � <br /> AS NOTED N � �Z � � (425)251 -6222 <br /> C h e c k e d __�P (4 2 5)2 5 1 -8 7 8 2 F A X C/O GREG BERTCH `� <br /> � <br /> �ert;�a� � 38375 0 �,� � = 8201 164TH AVENUE N.E., SUITE 200 Sheet <br /> o � <br /> Approved AS �'�s, ``Cl$1 F.��`' ��`�' �S'G g� CIVIL ENGINEERING, LAND PLANNING, -- <br /> AS NOTED S��NA L �-��' �T�H �N��� SURVEYING, ENVIRONMENTAL SERVICES FOR � <br /> Dote 2��g�16 8 �4 20�8 G ENG REDMOND, WA 98�52 SEAWAY CENTER (3301 SEAWAY BLVD.) _ af � <br /> C12 15 <br />