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<br /> NOTES zs i�4° 1�s^
<br /> B 4 1. T1iI5 fRAAAE IS DESIGNED TO ACCOMMODAT£ NOi'ES
<br /> ZO"X24"GRATES OR C04ER5 AS SH�WN ON
<br /> 15J$" 7/8" .3/4" fl. THIS FR,0.ME IS DESIGNED 7Q ACtDMMODATE
<br /> iVOTES Q €
<br /> STANOARD ORAWINGS 409,410 AND 411. 20�'X2S'°GIiATES OR CpVERS AS SHOWN OS�
<br /> STANBARO�RAWING5409,aioar�oaii. PIPE ALLOWANCES 1. ASRCCEPTA9LEALTERNATI`lESTOTHEREBAR � �
<br /> D � 2. ALTERNATIYE REINFQRCING DFSIGNS ARE SHOWN IN TFiE�RECAST BASE SECTION,FIBeRS � �
<br /> 21(2�Q�A ACCEPTABLE!N UEU OF THE RIB DESIGN. Z. �fllT-DUWN CAPABIUTY IS REQUtRED QN ALL {pLACED ACCOROING 70 TWE WSDOT STANDARD �
<br /> FRAiv1ES,GRATES AND CpVERS UNI.�SS SP�CIFtED PIPE teAATERIAL lNSB6E SPEqFfCAT�aNS),OR lAfIRE MESH HAVfNG A
<br /> H¢� 07HERWISE IN THE CONTRACT.pROVIDE TWO HOLE$ 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.
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<br /> .+ 3/4,.D�aHo�e TOP ':`"�`'-`���`'�'-'. 'L�OiF.b` �s�F�-,'�,' —
<br /> 11/2'° � GRAiE < l � \SF,�c� i� � �rFSJ i�' � \� W
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<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
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<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 �
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<br /> .a � �� ����CITY OF EVERETT � %' .� i CiTY OF EVERETT � �
<br /> � r��� - PUBLIC WWtKS DEPARTMENT �� SECTION A-A BOLT-0OWN RETAII `�. PUBLIC 1AtORKS DEPI1RTM�NT �3 BAR EaCH Siae i
<br /> ',�y � � �kT�'PUBLIC WORKS DEPARTMENT � �
<br /> � � � g fF3 BAR EACH WAY �' ��,�'`
<br /> "mxNsa� Nexniui;rtrti�sux'fiviu+etea ""wxa 12�sv/2016 (5EENOTE2} ;-.'x y�s_ �:H�,�s,iriQe�n�wc�:-,i�a.'�viu�nu �""`wne 1`l30�2015 . ..
<br /> �� UFT HANDLE . �
<br /> �� ISOMETRIC SECTION C-C SOLID COVER 410� s� ^� RECTANGULAR FRAME �D��� � � . " _ ""��`°` ""�"�"-'", ��°& z��a�zoi�
<br /> DRA�T �RCATCH BAStN OR INtfT �� d PRECAST BASE SECTlON � �,�
<br /> " ��� ALTERNaTIVE PRECAST 6ASE SECTldN �
<br /> D�'!�"f' tR�asrs�€l �� �se€Norei� ■ ■
<br /> ���T CATCH BA51N TYPE 1 402 N �
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<br /> rvoT�s LANDSCAPE IN KIND WITH :,�, �
<br /> EXISTING CONDITIONS � (� �
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<br /> 1. 8"PUC THRFADED PLUG MAYBE SUBSfRUTfD�OR ' � O ■O
<br /> CASTIRONRINGANDC�YERINUINDSCAPINGAREA. INSTALL SEEDED LAWN OR MATCH TO EX. GRADE I` N �1•+
<br /> LANDSCAPE IN KIND WITH �, � � �
<br /> --N--'�z EXISTING CONDITIONS � �
<br /> 3/4'•RAISED SQUARES. �� m // N � � O
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<br /> � � � ,' FIBER JO1NT / a" 4 3/4" � /
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<br /> �/ INSTALL 4" SANDY TOPSOIL J (�f �
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<br /> ds`BENO / INSTALL 4" TOPSOIL WRAP BEDDING MATERIAL WITH V � > Q,�
<br /> ,� � � M I RAFI 140N /�
<br /> u�°wioe,i�s��HicH Ex�ST�N� � / � � O � � O FILTER FABRIC � � �
<br /> RAISED BORDER--�! L" � O O O O O O `y W �
<br /> P�N APARTMENT FLOOR ���fVNG / / � � O
<br /> �Rp,WI.SPACE d:� ; d � O 0 � O O O O � � O 0 OR EQUIVALENT � � � .�.�
<br /> � \ \ \ \ \ \ \ o0 ooa � � o opo��o � � � Y � �
<br /> � �/�/�/�/�/�/�/�/�/���/�� / / %�% o 00 00 00�d o oa o 0 00 � � b o0 O
<br /> EXISTING VAPOR �`� 1 ���/���/��/��/��/��/��/��i��/��i�//�//�%/��i.�% O � d/'�� NATIVE SOIL BACKFILL - Z O � d „ L- Q� �
<br /> � � � � � � � � � ��,�� � �o�d�o d a oa o av a a � 3/4 DRAIN ROCK
<br /> \�/��/\�/��/��/��/\�/��/\�/��/\� °o� ° d o� d� 0 o v o�b°o 0
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<br /> 1Q,Y BARRIER y , \//�\//\//\j�\j�\//\j�\;��\�` C� C��C� Do�d oC� aC�pC�od�C�� CO — � O O CCS
<br /> EXISTING FOOTING � ° ` /�/�/�/�,/.� � v � O O O O O O � O O � (� � }+
<br /> 53��� ____-��� �� :,�� .-0� .,.: : ,: : ,���,���,���,>� �o 08 ° o� � 080 o go 0 80 0 � � � � � Q �
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<br /> � = � � - - -- ; ; �;��,������� ��������i� � o 0 3 M I N. 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
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<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��
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<br /> : DATE �....�:�"����. y
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<br /> 37432 4
<br /> ���'d'��'C1STE8�'�1��4�
<br /> `S�j�NAL El1
<br /> 7-tl-/7
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