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TBLOCK <br /> _ _ _ �n u� <br /> CUWS128�503 � ' \� � r i SE 3C3.0 E A / BE � IVE (3RATE � � i Q f � ' . m � � , � � � � <br /> OTOP1281503 <br /> CGRD 128150,s � i � � � ' � � �n �n <br /> csira28�5o3 � �� ' � - DETENTIONSUMMARYCHART <br /> / .�. , -�- �: r n x , �. �� z ��- �� m � � � � � <br /> CUSD128i503 � �, � �'�� � >�; �'�, t� '��, ,, y�;�`�,%� � :�� ;� , � }� _ , ,��'t":�. �c`'` <br /> � - <br /> X <br /> G� � ��� 'y`�, � „z,,V� 4� .,C��'� ./ �� �' � `� .1/,�� <br /> � <br /> ,,,-�, ' ` , ' . ' >'� - � �- ` '. �,� -��r -,�,�t '� ,�;� � SEE STRUCTURAL PLANS FOR ADDI TIONAL <br /> � ;��-�;� . ;_: �� � -- . � :YA <br /> `. \,+\ '��.` : , , ia�.`;./�* �� �,�� � �1�'�� �����" . � f, 'yf�T <br /> � . 'i.i� r� � X`� � � . ..��� <br /> �' ,q � VOLUME STORAGE REQUlREMENTS* (CF) VAULT DETAILS AND SPECIFlCAT10NS <br /> a� � E� A W� E �C�`���; � � � � � I I ' <br /> � � <br /> � SEE � .01 � �r�,,� ���, � � � � � STORM EVEN T � <br /> � � � ���-� �� ' B �� � � � � � <br /> � c� '� %t'��' ;�;, � - i � � � � ! DEAD L1 VE DESt GNED AS-BUI L T z <br /> / �f ''``��;n Y� � � I i � i , � � � I I � <br /> � � / � ` 4 � * 2 N/A i 4 326 14,326 w <br /> � 0 6" PERF. PVC FN DRA1N (TYP.) N=341537.56 ' � <br /> CONN. CB30 E=t 304770.88 0 20 40 �, z <br /> 50 N/A 23,619 23,619 Z ¢ <br /> � �� IE=323.00 2�+00 22+00 � � o 0 <br /> / - -� � - � P�AN I N FEET 100 N/A 23,700 23,700 a � a ; �n <br /> , � j� - - - � - - - - - - -- - - - - jrt �- - - - NOTES � v, a W ¢ <br /> f t � . ) c l ' � ` ' Y 0 <br /> � <br /> � � � w Z W � <br /> e <br /> `55 <br /> f.- �r. ��> z o v � � o <br /> / � r:. t,. . . ;. � . O � G� O <br /> `.�?:. _ } j. : ,. �_. ,., . p <br /> � 1. VAULTS AND ALL APPURTENANCES SHALL MEET 7NE STRUCTURAL RE U/REMENTS FOR OVERBURDEN - - ¢ �- � <br /> � <br /> � �_ �� „=, . '� �. .c� � ` � ., �'� � � � �� .... Q SUPPORT UNDER A M/NtMUM HS 25 TRAFFIC cn � � <br /> � ��6'� �' < �'' `� � LOAD/NG WITH ANY SPECIAL PROViS10NS OF THE STRUCTURAL PLANS AND DETAI�S W m � _ � � <br /> � � . . ( � d > 7 > � <br /> ' , <br /> - - - -" � ' a f ; � � � _ � I D A 2. ALL METAL PARTS SHALL BE CORROS/ON RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQU/VALENT. � �, <br /> ti � <br /> , <br /> �� _ <br /> '; �_,...��,�' - - , <br /> . p _._____ ___ ___ ._�_- _ � _- _-r ~.�-� _ _ � _ _ __ _ _ -TD o_��-__ ` � _��. _ __ _ �_e-- - . lll \ � � \ \ <br /> ° - '� � P � ° a ° ° b ' a o ° ° 3 A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST-IN-PLACE CQNCRETE CONSTRUCTION OR EXPANSION JOINTS. Q C N � � ° <br /> � NOTES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER W►TH MANUFACTURER DATA FOR THE SPEClF/C TYPE AND MODEL OF WAi'ER STOP PROPOSED FOR � � o `{' � � <br /> . 1. R E F. S T R U C T. P L A N S F O R A D D 1 7 0 N A L REVIEW AND APPROVAL PRIOR TO CONSTRUCTTON. <br /> N=341522.75 � Z o a 4 "' �r <br /> 2� 32 E=1 3 0 4 7 5 3.7 2 � DIMENSlON AND ELEVATION INFORMATIDN. 4. T H E 5'x 1 0' V A U L T A C C E S S O P E N I N G S H A L L B E I N S T A L L E D A T T H E L O C A i 7 0 N S H O W N O N T HIS PLAN IN ACCORDANCE IMTH ANY ADDITIONAL <br /> 2. ALL DIMENSIONS AND LOCATION CONTROL PROV/S/ONS OF TNE ACCOMPANY/NG S7RUCTURAL PLANS AND DETAI�S TH/S OPENING SHALL HAVE A PRE-MANUFACTURED L/D INSTALLED f1USH <br /> �� i (NORTHtNG/EASi�NG) REFERENCE tNSIDE WALL W/� qDJACENT FlNISHED GRADES THE TYPE OF COV�R MAY BE A REMOVABLE GRATE, SPRING-LOADED HATCH, SOUD, OR EQUIVA�ENT COMBINATION . S �r' <br /> F A C E O F V A U L T U N L E S S N O T E D O T H E F�W I S E. � C <br /> THAT PROVIDES A CLEAR OPENING OF 5�110: THE UD SHAtL BE DESIGNED AND INSTALtED !N ACCORDANCE W1TH MANUFACTURER'S SPECIFlCA�IONS � o� wAsh,~��d, <br /> FOR THE SA M E STRUCTUR A L L O A�I NG CONDlTIONS AS THE ASSOCIA�'ED VAU�T AS PROViDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL � �,w ��, �` <br /> PRO�lDE THE ENGINEER WtTH MANUFACTURER AND SUPPORIING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE '`��,,,� �" <br /> PLAN - DETENTION VAULT ACTUAL TYPE AND MODEL OF THE YAULT ACCESS PROPOSED FOR REVIEW AN� APPROVAL PRIOR TO CONSTRUC1i0N. � <br /> SCALE: AS NOTED 5. RIM ELEVATIONS SHALL BE ADJUSTED AS REQU/RED TO ACCOMMODATE ACTUAL ACCESS LOCATIONS AND FINISHED GRADE CONDI�IONS. F� 18 �,� w� <br /> � �l s�r�� �.�' <br /> 6. ALL UNSUITABLE SOILS SHALL BE REMOVED Fl?OM FOOiPRINT OF VAUiT AND TO A D/STANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER ss�01uAL E�' <br /> SURFACE ACCESS: EXCAVATED MATER/AL IN ACCORDANCE W1TH THE PR4JECT PL4NS AND SPEC/F1CA110NS, AND AS D/RECTED BY THE ENGINEER. ALL UNSUITABLE �M `��� <br /> STANDARD MANHOLE RING AND SOL/D COVER CAST-IN-PLACE REINF CONC. MATERIAL SHALL BE REPLACED W►TH SUtTABLE COMPACT STRUCiIIRAL FlLL MATERIAL ��e <br /> (LOCKING) MARKED DRAIN, SURFACE ACCESS, VAULT w/PDURED OR H4LLOW <br /> �OCATION PER PLAN VIEW TH(S SHEET CORE PLANK tID FINISHED GRADE (TYP.) THE AS-BUILT INFORMATION <br /> �2» M�N SHOWN ON THIS PLAN IS PER <br /> A F7ELD SURVEY PERFORMED <br /> ��y�itit�ti���� �����\����� � � � �� <br /> AND DATA PROVIDED BY <br /> ° ° ° °a a � a a ;�,. � ' � � mA����� � � � A.S.P.I AND/OR RECORD <br /> TOP=3�9:5�329.56 �`� a a � Q a a ° 4 ° o a° a o a a a ° d ° a aa n _ a a INFORMATION PROVIDED BY <br /> � f ' TOP OPEN =329.Q6 � � TOP RISER = 329.06 ��'.�� This Record Drawing has been pre�ared, in part, based THE CONTRACTOR. <br /> � - ��!/,�;, on "As-B�!ilt" information provided by others.Though <br /> � L�4 ', L�4 L�4 L�4 ��/,.`� the as-built information and th�s drawing are based on <br /> 0.53" ORIFICE IE=327.48 '; ` ` �/��; the best available information, no presumption should <br /> � �rf�� be made regar 'ng the drawing's accuracy. <br /> (� 0.8" ORtFiCE IE=326.58 , 2-YR WS=326.68 ¢� � ° f��ti � r '� ������ � <br /> � t�.�1 - o � � ��,�i�' <br /> �- � ' ;�ti; Si ned B Date � <br /> ° i 8" DI AM. RESTRI CTOR RI SER 5' WI DE x 5' HI GH o � o N � ` , ��/f�� GRA VEL WALL DRAI N: g Y W <br /> -� OPENING IN CELL CD Z �n P�CY STEPS � - ��,�� CLEAN GRAVEL BACKFI�L MATERIAL � Permit Inspector <br /> a PER COE STD. DWG. 4128 0 , � <br /> ,,,, ; DIVIDER WALL (TYP.) � W PER COE STD. � yf,� PER WSDOT 9-03.12 2 - � <br /> � � Print Name &Title � W <br /> r���,��ff � a i � � DWG 606 �%i �l^ <br /> �d � \\�� � VJ <br /> 322.98 FLOW i i � n 322.98 " �;i`���'�°,.� ` Z <br /> „ lE(QtJT).=3�- TO B 03 � � � ' _ !E(1N)=� ,� �ff� � / o <br /> �L.! <br /> �° � ° � �'��`���� CONT. 6" PERF. PVC DRAIN IN W � <br /> ���;��;����� 6" DIAM. LIFT GATE PER COE STD. 1.41' SED./DEAD STORAGE Q Q r j��i��`�' � Z <br /> 32i.57 �r��f��i,r��%:� <br /> BOT.=�1:3�/i��i�/%�r DWG. 412B AND 412C THIS SHT �i � �t/��;/, GRAVEL BACKFILL � � � <br /> i ✓�`ti <br /> \!�\f�,rl�� a a a a 4 e a a � �;f�!'r� IE=323.00 <br /> \``���� N a a a a ° a a 4 � ° m o �;;�,�!;A,� CONN. TO CB30 � � � <br /> BOT.=319.57%fi!i d ,, �`s�� <br /> , ti% ^`�� 'i - ,FY ,�=, � ,.. �� ; '-�,� �, � �.- t 2_ � � _� J ,�- �a _ _.�,��'����`v�/``' �j' <br /> ��\r\/�\� � f' `��� . , � � � ,��� � , %�`,�' '%\'�/�f�� ` <br /> �/� � � -�;-. "r �, ���.�;. i.:. _ ..�. . - - ---�_ . ,. _ ,..__ _��.:t..... � _i�.n . t . ..��. � s..i.a .-._�'�'� t�� .. . x..� � �. ur-..�� ti� �,�1 ; l� �- _% )��y-,� ��.\ \�� � <br /> �,!;�1,��l� a �/\�.�j\\\���.. . � � �'' .``�� �`�`'� '� -f�''-3 �'�'�' 3- .\\/:\����/.�•f��;�,�� �f. �• `�� �,�i"3."d��i�i'�%,'���% � <br /> a _ � `� � 4. <br /> ��✓i�f�/ a ���;� .'\'�'��j '��v`�L/i��;�\f�\rj�;Y��/, '/;i`j��i'j����;!�,\; �%; i,��;\/,;i\✓�`/\� L � <br /> » \ v �.� �\i �'\'��!���i,ji�i�\%',��j�/%�\`r',`v;�%\/'�/�%`�%�\ � = Q <br /> 0.80 DIAM. ORI� , ,��- r;� SUI TABLE COMPACT NATI VE OR �'`� �' � , <br /> ij/\`f,,r�f��� Q ° t j�,;�� n �,`���\/;\\i�j\i`'`\���'" <br /> ,���,��j� ,f�, IMPORT STRUCTURAL FIL� MATERIAL 6 MIN. DEPTH GRAVEL FOUNDATION ;;,,�,;�,�.,�i;r' � � � <br /> MATERIAL PER WSDOT 9-03.i2(i)B OR � 0 <br /> �1/�Jj�. � ,..: ;���,.� �, �., � /. ' , 1 (,►, <br /> �,\�� �i\�j:��\v\�;� �Y,.\;�\/i <br /> "''��; �� ��'��`'''' AS SPECIFIED BY PROJECT GEOTECHNICAL t � <br /> V � <br /> -� J <br /> � ���,�`/.,/iT���i���� SQ, OR SiRUCTURAL ENGINEER � <br /> L=176.0' L � Q <br /> A SECTION � � � <br /> NOT TO SCALE � 0 � <br /> VJ � � <br /> ^PrevView ^40DDwgs.ldx ���i ^Prevvew n40tfrDwgs4dX � ,�;Y � _ � <br /> � � � <br /> SECONDARY ORIFfCES OVERFLOW EL=_T � <br /> SEE STD DWG 4720. O w <br /> NOTES: ss eo�rs mrH O m � W <br /> L�CKING NUTS <br /> CELL DIVIDER WALL - SEE LIFi GATE SNALL BE CONSTRUCTED „� <br /> S1Rt1CTURAL PtANS/DETAILS (TYP.) <br /> OF: i/4"R-6061-T6 ALUM. 8'OR 72' �, u- <br /> WJCLO5FD CELL NEOPftENE PER <br /> ' ORIFlCE INVERi El-�__ hSIM t056-67 GFI€MICFL {FOR SIZE SEE � <br /> C L � STD OWG � <br /> ORIFlCE DL4=___ RESISiANT(OIL&GREASE), 412B� <br /> SURFACE ACCESS: � oZONE a�s��,�,6��To+2�� <br /> STANDARD MANHOLE RING AND SOLID COVER F S�E�MP � <br /> (LOCKING) MARKED DRAIN, SURFACE ACCESS, o�Fl�E'p R7�`___ <br /> LOCA110N PER SIRUCTURAL PLAN, SEE NOTE 5 5z10' VAULT ACCESS � ALL,�4�R-6o6,_TB A��M. cuENT <br /> ORIFlCE MVER7 EL=._.__ <br /> FINISHED GRADE (T1P.) 12" MIN.� °�"'°E °'"--� <br /> LtFT GATE DETAIL <br /> 24" MIN <br /> � �i����\���%�� �\����\�;•.j!;\�J�; � STD DWG 412C. � a uFT GAFE AND PIPE <br /> , o ��M�'��,�SeE o SS°�N W EST 7 7 V P L LC <br /> ,%i...i�;��.i� 329.56 �.�0�5, s���PER�4,2a � <br /> 10620 NE 9TH PLACE <br /> �,` , d Q a e a ; a � � Q TOP=3z'9:�$ m BELLEVUE,WA 98004 <br /> �1 PH O N E: 425-974-7080 <br /> � � P <br /> ,��-� ° CAST-IN-PLACE � � � � � <br /> a � FAX: 425-467-1073 <br /> PROVIDE POLY DROP RUNG STEPS OR �- ° CONC. VAULT " °• V �"'��` <br /> LADDER SECURED TO VAULT WALLS AT ALL g g NE�R�E��, <br /> w��o cnre rss€ue�r <br /> ACCESS �.00ATIONS, SEE STRUCTURAL PLANS ° �1 d ��� � ' � LiFr ca,rE AssEMa�Y <br /> � INVERT EtEV PER PtANS 6� � <br /> 0 0 <br /> CONT. fi" PERF. PVC DRAIN IN a z � � � <br /> � NOTES: � � staaoPiae ww. <br /> GRAVEL BACKFILL � - � <br /> � �� �! � tE=323.00 � � 1 RESTftICFOR UNIT SHALL BE CONSTRUCTED ' c�V z <br /> � J Z � ALCIAD 3004-H34,PASHTO M 19�-82 TO STM1NDPIPE <br /> O N � 07986ROR EQUAL.WMWUM PIPE(CAPj - E�� SR/B WEIDE6 <br /> N ^j� CDNN. TO CB30 c � - <br /> INVERT ELEV FER PtANS <br /> 2 EACH ORIFICE TO BE SIZED TO RELEASE ORIFICE PLATE WEL➢ED '"Y"�'�°` <br /> C`') -L~ o 0 <br /> � U :�!�,� �, > > TO SiU&ORIFlCE � <br /> Y J^� `� a Q N�OF Ak10WABlE Q UNDER MAJ(tMUAi pRIMARY ORIFICE o MhGNiNE-CUT . <br /> '� ��. . , . . , ; . <br /> a � � <br /> �F��E DIA=__ ° C 0 N S U L T A N T S <br /> C <br /> ° OR <br /> 322.74 v <br /> FLOW FROM OF01 L i IE(IN)-3-�z-B� � � ��R n <br /> - - �a a F� , �No �,a ;R ��. � < �awo�eow ro srue SItB P�8flCllllg• C.1VI�Etlglfl@e(Itlg <br /> � � _ ' " V H �J C IC_ _ V ALL PARTS TO BE R-8061-T8 ALUM <br /> � �" x "- �v Q LEVEL g" SED. DEAD STORAGE LEVEL e �'�,�r',�;�r'� 321.57 � � 5 `__"=�5,t� ---_� - - � SECONDARY dRIFICE DETAlI land Use Consulting• Project Management <br /> '�� � - / �dj��i'%�; BQT=�-f-� o 0 11431 Willows Rd.NE,Suite 120 <br /> � � CITY OF EVERETT t2���a � CITY Of EVERETT LIFT GATE ASSEMBLY AN 12-03-2(I10 Redmond,WA98052 <br /> a _ � � ° a a ° a ; aa , ���//�` l TYPICAL RESTRICTOR �>.,<, <br /> `��'�� �� PU6LIC WORKS � PU�LIC WORKS SECONDARY ORIFICE �'�" Phone:(425)285-2390 FAX:(425)285-2389 <br /> � ' � � � �' � � ��� �'�� � � o�PaRrnneHr ASSEMBLY 412B � �-� �, su ants.com <br /> a u� �"_J � .� � _ �z. �_; J v � g �r� �ETAIL ,E _ www.CphCon �t <br /> � z IE=BOT. FTG. -��- =�--�- �-�_� .��� -�- a a 'r���,�`�� ��� _ <br /> Q � � /` g �w DEPARTMENT 412C <br /> � > SEE STRUCT. PLANS (TYP.) � s =- � `' �-_°� � �` �. `° � ' V `� `���`�� � <br /> � � �.� ;'^N, �`,�, -_�;.�:�-�-l;¢ n-i"-a�.-a-lR��,l? <•��=� ,�-t,a (-.�, � `� t =a��'-�t `7 a, � } , ;;��\%'��%%�r�� <br /> �W ���-,,r, ��,-,_ `-�����-r-�-r-�� �'� ,� _ �"�'�;�: �js,\,,�\�'�,;r`til�,,�,,� PROJECT N0. <br /> 0128-15-003 <br /> Q � �\/\ ���\!y/!�r'%\„/l`\l <br /> c� /, �f 6,f���� �( <br /> `; � 22,67' CALL BEFORE DRAWING <br /> � � SECTION <br /> C3.20 <br /> N o vou o�� <br /> � � B 1-800-4245555 <br /> vo <br /> �Q N NOT TO SCALE <br /> SHEET 14 OF 26 <br /> a � Copyright� 2018 CPH Consuttants,LLC. All Rights Reserved. <br />