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Z. �fllT-DUWN CAPABIUTY IS REQUtRED QN ALL {pLACED ACCOROING 70 TWE WSDOT STANDARD � <br /> FRAiv1ES,GRATES AND CpVERS UNI.�SS SP�CIFtED PIPE teAATERIAL lNSB6E SPEqFfCAT�aNS),OR lAfIRE MESH HAVfNG A <br /> H¢� 07HERWISE IN THE CONTRACT.pROVIDE TWO HOLE$ DlAMETER MINIMtDM AREA OF 012 SQUARE lNCHES PER FDOT N °O <br /> QETAILA 3. REF€RTOWSDOTSTANDAROSP€CIFICATIOH <br /> C 9�85.15(2}AND DESIGN CDT75TRUCf10N iN THE fRAlJ!€THAT ARE VERT1CAlLY ALIGN�O WI7H REINFORCEp OR 12„ SHALL BE USEO WiTH THE MIN�MUM REQUfRED N � <br /> iv STAiYDARDS AhiD SPECIFICATIONS SECTION 0 - THE GRATE OR CQVER SLOTS.THE FRA�9E SHAtL PIpIN CQNCRE'fE ftEBAR SHOWN IN TH�ALTERNATIVE PRECAST&ASE � <br /> ^} .�, FOR ADDITIQNAL REQUIREh1fNT5. � � ACCEPT THE 5/8"-11 NC X 2"STAINLESS STfEI FRAME AN D VANED GRATE SECTION.WIR�M�SH SHALL NOT BE PIACF�IN THE J � <br /> 80LT-DOWN�HOLE TYP REGESSED ALLEN HEAD CAPSCREW BEING TAPPEO, ALL METAL PIPE 15" KNOCKdUSS. a � <br /> � a <br /> A A ��-� s/s^-�s wc,sEe ao�r <br /> 4. FOR iRAME DETA�LS,$EE STANDARD ORAWING ,�..���''"' OR OTH£R APPICOVED MECHANlSM.IOCATION OF f�P��p <br /> � 11/4" �• DOWN OETAILANQNpTE 2—�"' ~ BOLT DOWN HpLES VARIESBY MANUFACTURER. ,� iZn 2. THE KNOtKOUTDIAMETER SFlAIJ.NOT BE GREATER ^M <br /> / {WSQOT STO.SPEC.9-05.10) THAN ZD".KNOCKOUFS SFiAIt HAVE A WALL � � <br /> N �C` N 3. REFER TO VVSDOT STANDARR SPECIfICAT10N � �\ / `30�� 50t1t7 N1ALL PVC THfCKNES50F 2'MINIMUM TO 2.5"MAXIMUM. ^ <br /> �'"'J�Q�.,� ' BQLT-DOWN SLOT� A A � .»I 9-05.15(2)RND DES�GN CONSTRt1CT10N STANpARD$ �,a ?O� WSOOT STU.SPEC.9A5.12 1 15� PRDVIDE A 1.5"MINIMUM GAP BETWEEN THE _ �p <br /> '� � UETAII A � _�_ ANO SPECIFICATIONS SECTioRV 4 FOR A�DITI9NAL p�gn��������p�� KNOCKOUT WA�AND?HE OUTSIbE OF THE PIPE. � � <br /> 'v NEQUIREA9EN75. 35" AFT�R THE PIPE 15 INSTALLED,FiLL THE GAP WITH Q o <br /> �'� �`"""~' WSDOT STD.SPEL.9-05.12 2 <br /> C �-l' 'r`���,�'} ' u��i Z 1J2„ S,. � J41NT MORTAR iN ACCOR6ANCE WITH STA4lDARD � ip <br /> � � E--�, r! � S / O CQRRUCATED POLY�TNYtENE WSDOT SPECIFICATION 9-fK3. ch <br /> �.� .�,��-.���-- FRAM€CR571NT0 \ STORM SEWER PIPE � a <br /> 3. THE MAl(IMUM DEPTH FR�N THE FINISHED GRADE <br /> � � � �} � RETAIL B AD�USTMENT�T TQ THE LQWESY PIPE iNVERT SHALL BE 5`. <br /> ` 4. TNE PRAME AND GRATE MAY BE INSTALLED WlTH <br /> '�-_'"���Y� Q�� �, C�. v� <br /> .,`--�,"��'���,� '�`--�'����� � SE STroAN0AR0 2"',A°,6",12"OR 24" qp��STMENT SECTION WITH FLANGE UP. <br /> �� � 26"R DRAV/IN65401, ' THE FLANGE DOWN,dR INTEGRALLY CAST INT�THE <br /> (SEE NOTE 2} � 402,�{p3 OR 4D4 <br /> FOR tiD1f1STMEN7 j� f FLdNGE 5. THE PRECAST BASE SECTIOR MAY NAVE A ROUNDEO <br /> B SEC71L}N DETAILS—�` e' UPWAJtD QNE tt3 BAR HDOP FOR 6"HEIGHT FLOQR,ANQ THE WAIIS MAY&E SLOPED ATA RATE <br /> INCREMEN7,SpAt�D EQUALLY <br /> Of 1.240ASTEEPER. <br /> FLAN6E UP 6. iHE OPENtiJG StiALL BE MEF�SURED AT THE iOP OF <br /> ��P SECTION B-B SECTION D-D THE PftEG45T BASE SECitON. <br /> a3�a" f� {SEf� NpFE 1) STAINLESSSTEEL ...�...��. RECTAN6ULAR ADJUSTMENT SECTION <br /> RECESS€D ALI.EPV <br /> HEAD CAP SCREW <br /> 7. ALL PICKUP HpLES SHALL BE GR6UTED FULL AFTER <br /> eo SJ8"-11 NC x 2 _li�'� iHE BASIN HAS BEEN PLACED. <br /> in � �;'''�.. . <br /> .+ 3/4,.D�aHo�e TOP ':`"�`'-`���`'�'-'. 'L�OiF.b` �s�F�-,'�,' — <br /> 11/2'° � GRAiE < l � \SF,�c� i� � �rFSJ i�' � \� W <br /> 'a� <br /> � ��� rI p p � � � \ ��� t \� � <br /> � aa i!a" . �ct � <br /> � SECTION A-A ,;.�, ,,, � � �r � `��N � i "' + � 1 <br /> � A r� � O <br /> �- / I 1 I <br /> � t'��d��G� ' �i�� d � � �� ''�` THiCKNESS OF � #3 BAR EACH ' � �l r �I k3 9AR EACH I � � <br /> 0 fy�y'�,�Q��.a'�,�, c PRECASY � CQRN�R � I � CORN�R � <br /> � �'aEv`'�'o��''��'��`��`'�a � I FRAW� FLAIVGE DOWN SECTIOS�M�NT I ��I 1 z j �s°M�N _ i <br /> d �' �''� �' B � � n' <br /> s �O�A<'p�G'����,�'O`?�p�°`',��"�''p��G� 1�^ WSDQT 5T0 PLAN&3Q20-02.ACCEPTABLE � - <br /> � dp������:�����,��,�'v�v�.�Q��� SUBSTITUTE EXCEPT ALL STEEL RECESSED ALLEN #3 6/4R HQOP _ W <br /> WSDQTSTDPWNB-301401,ACCEP7ABLE � � �r � g I � <br /> � ����r �`�r�,��rt�<'p�fa'`' 31J2„ SCR€WS MUST 8E STAINlESS ST€€L � � <br /> SLFBS'�ITUTE EXCEaT ALL STEEL REC£SSED ALLEN � i '� � �� I `v <br /> 0���,�''�r `r G��� SfA1NlE5S STEEL � DETAIL B `'CREWS MUST BE STAiNlE55 5YEEL � <br /> � � � #3 BAR HUQ6 ,% � <br /> CITY OF EVERETT � � .�; � ,.� �' WSDOT STD PLAN&5.20•02 A:CEPTABL�SUBSTITUTE -�� ,,�,.� <br /> �� A,q���,�,�y����'� 5�� �.�DIA 60LT � <br /> p � <br /> �? 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O � 0 O � � � � � <br /> � _"'-�' ��%��i,��' �';��/i�� 4 PERFORATED PVC SDR-35 � O O O Op � 0 0 � <br /> � --------- --�� � FOOTING DRAIN p� � � �o O � O � O � � O O � � � � <br /> � ry " � � WRAP IBE D NGTMATER AL DN AIL � O�O o � � C, O � �� O t� <br /> O DO �O Op O 0 . . O � 0 <br /> � � MIRAFI 140N FILTER FABRIC OR o o PEA GRAVEL � O N N <br /> � �;A,. N a�, EQUAL � a o o� » o°o � o o p a o „ � S <br /> � � � �� o 0 0 4 P V C o 0 0 o O � � 4 b P E R F O R A T E D <br /> � u" �'z o 00 0 o SDR 35 0 0 0 00o O O � � SMOOTH-WALLED PVC <br /> K� C I T Y O F �V E R E T T � ' °o°O p a o � 0 0 0 � S D R 3 5 <br /> �� $ECTION A-A I PUBLICrIlORKS DEPARTMENT � �O�O�O HAUNCHING O O ' ' O O Job No: 1662 Date:May 9 9,,n�� <br /> � � 0 � O File No: <br /> � CAST IRON RING AND COVER O � � � O � Drawn B : <br /> `�;�us :�4,�a��� ��;�.�:�E�•, A ii�aonoie p�� � �O o QO O �O� � o O O 0 v <br /> �� � 8 INCH STORMWATER „ O <br /> ss <br /> �� DRAFT CLEAN-OUT ,.m421 o p o� 00� O o �o O �p� 0 0� �0 4 M I N. O O 0 � 0 � O � � � Checked Bv: <br /> � O O O O - Z 0 O O 0 0 O l s�u e d_f o r: B I D S E T <br /> � c � O O O O O O � � O O O 1. BID SET-MAY 19,2017 <br /> O O O O O O O O 2. B I D A D D E N D U M-J U N.1 9,2 0 1 7 <br /> 3. PERMIT RESUBMITTAL-JUL.12,2017 <br /> TYPICAL FOOTING DRAIN DETAIL TYPICAL TIGHTLINE DRAIN DETAIL TYPICAL FRENCH DRAIN DETAIL <br /> NTS <br /> NTS <br /> NTS <br /> CIVIL - <br /> : DRAINAGE <br /> : DETAILS <br /> : : :�, '_,.����d�� �� o��e BD�� <br /> ��.,+� �'1r�!J i{ D���'�,�; 'i�::.°-.:�. ,� ��' , j't'c � <br /> �t�'.� c r�5e °�'-. � %� <br /> , w _ � <br /> : DATE �....�:�"����. y <br /> cirY 0�E����T�r���jiew���c��«��+s r <br /> 37432 4 <br /> ���'d'��'C1STE8�'�1��4� <br /> `S�j�NAL El1 <br /> 7-tl-/7 <br />