� . ST4RMD.RAINAGE N�TES:
<br /> t. NO PAR7' OF TNE ORAlN,4GE SYSTEM SHALL BE COVERED, CONCFALED, -_ __ _-_ _ ._ „w...:_ ..�..__,.:.;�w�..._ _.. . ._.._�.. _ _ . _.y.,,,_.�,w _.. _ _ . �..,�,...._... ...�.:.w..:�..._....:�_�_�.�,_...�..:...._.....� - - -_ .
<br /> _ OR PUT INTO USE 11NTl� IT Ni�5 B�EN 1NSf?EC�ElJ, TES7E0, ANfl �����
<br /> - - ACCEPTED BY TNE ClTY OF ENERET7: ..-.�-.s-�
<br /> • I, 6E�N'�`�'ff�57t�E�i�RE�HF�CL 13E��8�4���ECk��C�FiI Q1N�4�F T�fE.F4k�.�(�"�F�W�a::
<br /> 2. ALL WORK AND MATERtAL SHALL CONFORM TO TNE C1TY OF �V'�RETT �..���u��a��i��L�i�ii�aWt�Is���:i2�a���+niN. '
<br /> � DESIGN RND CONSTRUCTlON STANDARDS fiND SPECIFICATtONS AND THE a. HI�H G€�D51�'t P��:'tET�YLEh���11���. ��•
<br /> WSDOT/APNA STANDARD SPECIFtCATi0N5 FOR RQAD. BRIDGE, AND �. �����'�`�������Y���E�T��'����'����`&��.. .
<br /> MUNIClPAL CpNSTRUCTION {CURRENT EDITION). C�. �`t�"�.�t t�i�A€f�j�t�3i�Ett�€:riTe���i���i�€., =
<br /> �
<br /> #. sLHf��.i�,t�t�St���plhl5:�55fl�CL'ifi�P9lRdCi M�EC2111�#kCi E�P i�r+�rN�F�'CC5�'1d51€ElE�iE�9w�;Fk SlNE`k�ai"lUli��� L'6�7t�HTE�'I�i 3Y51'EP�rt_ .' .
<br /> 3. APPROXIMATE LOCATIONS OF EXISTtNG U711.iTtES HAVE BEEN. OBTAlNED
<br /> FROM Aua1LaBLE RECORDS A�ID ARE SNOWN FOR CONVfNlENCE. 7HE :�. �+=1�t�s�h��ti�t�,���t�lf�a�i�rfeCt�:�t:��+R�i�.�t+r�u������iA�i��n��dt�#s.1F�#t�iu.�eT�[5�€�iSti�W�Y1t�M�,.
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATlON OF LOGATIONS :
<br /> AND TO AVOlD DAMAGE T� ANY ApD1TlONAI :UTfLlTtES SNOWN. 1F �., t�.:�N#�'r�t��'LIFT�1t�?�ik�,Ms+�t L7�7ri'�iiY
<br /> CONFLICTS WITN EXISTIN� UTtLITtES AR15E DURtNG CONSTRiICTfON, TNE
<br /> CONTRACTOR SHAl.L NOTIFY TNE PUBtlC RNORKS.INSPECTOR AND ANY " �, ��t:�'��t���1r��r�i��:�I�r��r��K�G�r��.����t�"rr����r���:;�i-:�=t�v'a�x�.
<br /> CHANGES REQUIRED SNALL BE APAROYEI� BY FHE' C17� ENGINEER PRtOR x,: C�I�T�t��������.�C�r�P�t�►T5 SH.;�.t.�d���:��EE���:p�.��iD��«�C����ISE�€5���i�€DEG��E7�'EEt�st�E
<br /> TO COMMENCEMENT OF RELR7E0 CONSTRUGTtQN ON TNE AROJECT.
<br /> ��i�eu�r���,.
<br /> 4: ALl. STORM SYSTEMS WIrNlN THE PtJELiC RtGHT-OF-WAY OR IN ,�-��c���i Gr��5e�: a,.r��r����+�i�5a�.�rar���� ,. ,. � , .
<br /> ��1�3dCYs'�[}E1�,R4�a�N 1 ta'tCi Ifi=' 4'IRki]'i'IMEM 7HE��15 " '�• 3t�t!'d�5�.Si}CtaEi3 iH�l��: lts�t?IRfalEts:it Pa�..��'��!�C��ah���EE,LS T[��ISJ��l�llf�ki St�3llif:ltE�E�s+�a'ITFE�a SHta6�1'ttNia3ti C5���4'
<br /> EASEMENTS MtlST BE STAKED BY SURVEY FOR tlNE AND GRADE PRIOR � �� �'`� � p1��TEl�PIP.�s F�E 5Hft4.L 8E QF 7HF 5��,1�#�9�TER[�t r�.'�x t'�E T€ati�i: ���NE�TiiµG P1PE��ti3��d�Pd[�d°���4U:�L1td�a
<br /> TO Sl'ARTIN� CONSTRUCT(ON. �,{ JuCCE��i�E�[�+f���i1°:t� ��,il��taS�,a�R�f����tsE[;1Ti�t�f�v��k"�`. _ �VOTES
<br /> AT UST BE STENCIL£D OR STAM ED `DUMP IVQ � , _ . rr, ,. : : . , ,, . a , �. .,, . , , ry.... ., _ .... . ,... PIFE A�LC3W�1ihi�ES �. AS AGCEF'TABLE ALT£RPIATf1lE5tCd THE iZE�P.R .
<br /> 5. ALL CATCN BASIN GR ES M P � �. ����u�Er�at����r�t�r:f1CUNP i.i�.liT�it�i i�i`skt��iistL@.�Ei$.?�A'A�_.D C� f�i3�SlE 7 Hc tk�EN�tfiIC?N F'�f3E�t2�t7�h7 TC}
<br /> �@�lf�kf:k;f`5 Li:=.Fct7E,�=� SHfailJhd!fd THf I�f��Cl4S'�$ASE SEC"TlON,Fi9EftS
<br /> WASTE, ORAlNS.TO STREAM, LAKE, RIVER, Pt1GEt SOUNQ, QF� WEt"[AND." ,r''- � ��,E�k'�EqE���f�R�;GEFt��S�:t�tF.���iT, Ma�t�Aui� {v�ac��stcCo���n►�zDTt��wsCsDT��ArtDa�i� �
<br /> CHOOSE APPROPRlATE FEArURE FOR THE PROJECT �,� �i.�S���E�tF4�C�t£i�i�iS � j+ FI�t�HEI� Pl�E nAbt�RiaL at�sib� SP£CIFIC�TlO1+iSl,tTR wtRE t�lEst�Hn'VIN�A
<br /> _. ._ ... .. . ..... . .. ..: .
<br /> _ .;_ .. - �
<br /> ,. ,� _::. ..:_.. _ _ �.. , ......_ ._._. f _- � ._ . . , .: ..��� s�€a����us�o v�r�������r��u ft QUi Ef} �JJ'f
<br /> � €�tAt�t�T��
<br /> , -
<br /> STREETS AND .RELATED ti _ � _ . ��4���,�a������ a�.��`���G�E �E������������������,����������
<br /> �r-;�4[7tC-Ar3Alt`i�tiPr'�Y'€E�L�46kL � , C�. C 12" 5£CTI��+L WUi€ivlEStf^�H1ttE NC)T$E PLAC�p iPt TN�
<br /> : , �, �� _..: �: j:_ .. _ _ ., .._ ._ , . rv s�o�t��tt r��r����rr FRA(ill�#�ND VAN�Ci G�TE aci n���a�.���E �s° �rc���t+�uvs.
<br /> WC�.RK NOTE�' � ' � .
<br /> �,_:_ _
<br /> d ,! �� `+CD55P 2. YHE DCNOCk4U'C t�lAtv►£TEk StiAi�NbY 8E GR£AT��
<br /> ' �7 �'��";�dl�. l��M�' � _ ^
<br /> ,.r�'' [dF'CE�i3`Ii:3# PE L1FJt �2�
<br /> 1. 17-lE WSDOT APWA STANDARD SPECIFJCAT(O�VS SHRt,t APPLY UNLESS , p � : {„ u�.._ �.4�ib (WSDD'C S`rt�.Sr�E�.�O�.ztt) tNAN 2t3". KNOCKOUTS SH�tt t�AV�A LVAl.l.
<br /> � � - `' '�`��,,,°�pn Sflif(�VJAtt PYG TtIiCKNESS OF 2 t�tiNEMi�P4l{30 2�°ll+i�lMUfv�
<br /> OTHERWlSE STATED BELOW. , t� f 2 Y�tl,�i� � -`` - �` � �p,. (1A�5UC3f STF7.SPEC.�-Q5.i2(la ��s PNOUIDE A Y 5 dlllNth9tlAil GA#5 BE'�1LE£iti 3'H£
<br /> � � ": ia u, •y�' KddqCKk3UT'1'VALI:Al+ID 7H:E.Q1tT'S1t?E L�F THE t�4PE.
<br /> � , • :.�`" �,., u'�, � � AI;OfIi.�WAtL PII�C ' AF?��i'tH£PIPE!S!�E$YALt�6:�!U"fttE tiAp W��'H
<br /> 2. WHEN TRENCNING THRDUGN EXlS17NG PAVEM�'NT, rHE' OPEN CU7 SNALL BE �„�,. - -
<br /> �� �--�
<br /> ` �' � �' -�.� 6A+SDQ1`S7[3.SP£�.9-05.I2 2 IS,•
<br /> A NEAT LINE MAI1E BY ElTNER SAW Cl1T�ING QR JACKNAMMERING A €s tr��iT t�u��4 1e3J�T Mc�RrAR!r�ACCbRaaM��WST�SrAIduARu
<br /> CONTtNUOlJS LlNE. SAlN CUTftNG WtLL BE REQUIR�'D UNtESS THE CUT IS '�' � 40LF 60� PlAS77C � � � � � � ; �; '�' �'G�tR�tuG.�T��Pd�Y£T1ivt,E�R tiySt747'SPECt�lCs�Tit3�t�.�.
<br /> MADE PRtOR TO RECONSTRUETttJN flR AN OVEREAY. '""�' ,� DE7ENTIDN. PIPE �` � '� '� � � a. � 5T0lt�at&EWER�ai�E
<br /> , ..... ;n.� i 1 . - 3. TME iviNX6Mt1iN t3£PTH FR4M TNE F3Al15F€£tT�,RAt}E
<br /> � _ � "'""""""' ' � � � s`' TC!'�HE E€7UV��7�tPEl�+Itb'�kt.5.�f11�:L 8�S.5`.
<br /> VMA
<br /> 3. 7fMPORARY AAVEMENT PATCN SNALL BE ACCOMPLISNED BY t1SlNG GQtQ M1X � ,,�„F�'"� --�- � �E��t "°` � �''� '' ';� �
<br /> �.�.._. ___..�_ '
<br /> (MC 259), ATB OR STEE`l. PlflTES. " � Ff r��t�: . -- �r.-�' � '
<br /> II � . . �aa� r , 3�>4���6",12'0#t 2rl" A.. THE FRAPA£AN[7�iRATE MAY EiE 11+i5TALlED 1MITH
<br /> �. . � � TNE ftAMG�UC7i+1IPf,dR lNTEGiL4lLY�AST fAtTCFTNE ,
<br /> I '` �' . d,� " AD3USTM�NT 5E�7tC)tV WJ7TH�LAN�iE UP, '
<br /> 4: PERMANENT PAVEMENT PATCtf Sf-fALL BE RS SPECtFIED ON STANDARt1 � ; � �,�� � � ,r � J�, ;
<br /> DRAWING N0. 316. EXTI�tIlJED CURB SNALL BE CONCRET6 PER STD. 305 E. � -- -- ,�. _ � S. �'t�e�tt���t BasE�€cT�t�t�t+�k��ttsv��►�c��t�tsEt� '
<br /> � '�-u���:wrsr��s ra��#�r�uir r�
<br /> �" �p��,��r ,�, ��a c s�,a►u a r r��v�a t�e n A v a�s�s����a r a�a T�
<br /> 5. WN�RE 1'RENCH EXCAUATION EQURl.S OR EXCEEDS A OEPTH QF 4 FEEf, THE. _
<br /> � 4 I�lft�e l+�N�'�t)�1�f�l�j � Of'lE#3�ARtIQDP FC.)R 6"HEtGHT C3E 1.Z4 QR ST£EPEFt.
<br /> DEVELOPER/CONTRACTOR SHRLL PROVIC3E CONSTRUCT, MAINTAtN ANQ REMUVE, � � i N t R E M E t u T,5n�e eo��u+au� r
<br /> AS REQUIR�D, SA�ETY SYSTEMS TNAT h4EfT THE RFQUIREMENTS OF THE � ; F�R�2-�� ��Tt��a�5�� �. x��e A��ra�td�s�a����M�aSUR��r,�T�sE T�Sp o�
<br /> WASNINGTON fNDUSTRlAL SAFETY AND HEAl.TH ACT, RCW 49.1,7, INCLtIDiN� WAC °' �-�������`r�3K 'iM�`CH�`�tAli��C'i1CldP�}�: ����(�P1�?tr� 7tiE�k�CASiaASESECtltSra. ,�
<br /> _ ;��a�e�.t���� sx����r+���ia�iiv��� � _ _ R�CTAIVG�LAR A�a,�USTM�I�T SE�T1�N
<br /> 296-155. THE TRENCN SAFEtY SYSTEMS SHAII BE DESfGNED BY A QUALIFIED � w���„r���� • �.. _... ..�,...�.�,. ..�.,<..�...�_w... .._„�...�.,.._._ , 7, nu_�iCxup t�cltEs 5rt:��i�E�€toUT�.t��vs.L��;�R
<br /> PERSON, AND MEE( ACCEPTED ENGINEERlNG REQUIREMENTS (SEE WAC � �p��y�i�����; �,�,�'�p�`���� ��'�R�' ��',"e �"��i`e��"ir'r"� TNE#3ASlN 1iAS 6tf1'PLAC�E7.
<br /> 296-t 55-660). _ _ � ,. 1 :,
<br /> '�� lNSTAL! 6° FOOTtNG DRAtN NfAR ,: �'�UB61+�1�It�RK��EPl0.IiT11��N7' �:�'�.'�'' ���',y,�
<br /> 6. TNE DEVE�OPERfCONTRAGTOR SHALL Ft1RMSH, INSTALL, RND OPERATE ALL " �,� ,.'� � �',� d. .�
<br /> lVECESSARY EQUIPMEN�' TO KEEP EXCAUATtONS ABOVE TNE FOUNDATfON L�VEt � �� &4SE OF PtPE: 71GNTUNE TO SSMH#t 5;;,,,,a �, .�,:,�,r, q�:ii;w,_„w '�'va 1,5� ,• �+� ,- � `�,,``,,
<br /> 3f]#{���'. >. 1 ,.•
<br /> FREE FROM W/�TER DURING CONSTRUCTiON, AND SNALL DEWATER AND �ISPOSE �; �����-�`���� �'- � � `� , �°
<br /> OF TNE WATER SO AS NOT TO CAUSE INJURY TO RU9LfC OR PRl1�ATE PRf1PER7Y 3�$' �(y������g���� ��� ', �g,ti'� t ,�J ( m � j `,,, �
<br /> �R NUlSANCE TO 7HE PUBLIC. SUFFlCIENT PUMPING EQUIPMEN7' IN GO�D ;,,� ��.����I�� ��.�.��� � , �„ ,.
<br /> WflRKING CONDlTlON SNACL BE A�Ai(ABl.E AT ALl. TtMES FOR AGL. EMERGENClES, � � �' � � � ,r � #
<br /> • INC�l1D�NG POWER 4UrAGE, AND SNAtL HAVE AVAlCABLE AT ALL t7MES � ��a��+�� � ' `�(4 f �3�,�R EACH ( � �
<br /> COMPEfENT WORKMEN FOR THE OPERATIQN Qf rNE PUMF'!NG EQUlPMEN1: . �U��I�R . � �r) � � Ct3tiNEii i
<br /> � z 1&"tsnttv -
<br /> 7. COMPACrfON 1�ES7S WtLL BE REQUtRED TO ENSURE ADEQUAT� COh}PACTION �. p�g��N�pp � . f� ( �
<br /> ON AL� LtFTS. ALl. C4MPACFION 7ESTS SHALL 8E CONDUCTED &Y.A tlCENSED -
<br /> TESTING LABORATORY AT THE EXPENSE OF TNE DEVEL4PER/ CaNTRAGTOR: a j ,` `- I �`
<br /> SEE SECTIQN 3-9.4 OF TNESE SPECIFtCATIDNS. � � ''�� •� �t ~� #36ARNat7N . .
<br /> � -. �r��Qor s;r����-s.zo��accEgr�a��€suesrax�r�
<br /> s. RFFe�errce ro rH� crrr �rvciN�FR �E�ow M�a,vs rNe c�n's �, ` t �,• � :
<br /> REPRESENTATIVE ON SITE. ���UT � : �'� • i` / �'
<br /> �s � �s ea��a��st�� .� � , C1TY �P �1VERE7`T
<br /> 8. WATER SET(ING OF.BACKFILL tN TRENCHES (S NOT AERMIT(ED. �, ` � � � . . � - ''/ PUS�.iC MIiQRi�CB l�1EPAltTMENT
<br /> ]0. DRIVEWAY APF'ROACN SHAl.L BE CEMEN7 eONCRE7E PER CITY S7D. 309, � #3������'� � � �� �
<br /> Lw..r� . k.m++<ow � A YamwlavM.
<br /> �, � nrw , ,�€a �ar�h ux•r�i p 113�47f2Q1a
<br /> 11. NANDICAP RAMPS SHALL BE TYPE' A CURB RAMP PER STD. 3�0 A.. � � ' � �������'��� ���f�� ��`��������� �����'$���������Q� �� �
<br /> �s£€�or�i�. _ ��47'Ct-1 $ASIliI TYP� 1
<br /> 12. ROCKERIES SHALL SE PER EVERETT STANRARD 324 8. ����'`~ :� �(�� .
<br /> `:./ GROUT ?r
<br /> � - _ PIPE SPECIFICA�"IONSr - -� ✓ �
<br /> ' �. PIPE MATERIAL, JOINTS, ANQ PROTECIIVE TREATMENT SNALL CONFORM 70 THE' Q .
<br /> REQUIREMENTS SE( FORTH 1N SECTfON 9-QS QF TNE WSDOT/APWA STANDARD
<br /> SPECIFICA�IONS. THE FOZLQWING PIPE MATERt�iLS ARE ALL.OW�D FOR USE IN ��p�T
<br /> P1PE SYSrEMS IN tHE C1TY 0� EVERETt; OTHER PIP� MATERtALS MAY Bf � A.
<br /> APPROVED ON A CASE�BY-CASE �AStS: �, - -, '� � �_ �Q-��S `
<br /> A) PtAIN CONCR�]'E PlFE' (J2 1NCNES tN Q(AME�ER, USED ONLY FOR V"� 2 MlN. CLfARANCE FROM C�rc[taas►Nf�e;��vo � .
<br /> QRIVE'WAY CULVERT) 8,. AL� APPt1R7�NANCES � vat�tEl7 Gtta�tE ot� 3� �0 57E�5n�tE��t�uiRECs wt��ta N�sGt�t'15�4`c3it
<br /> B1 REfNFORCED CONCRETE PtPE __'��� °°
<br /> C) DUCTItE 1RON PIPE This Record Dra�ving has been prepared, in part, based �a�H��Et�r�G�w�cav�R �-E�S•
<br /> on "As-Built" information rovided b others.Thou Il 2 TfiE SQT"fUM�F 1`H£AR£CSL4T CpYCH BAyiN t+AAY
<br /> � D GAL�ANIZED OR Ai�UMWtZED CQRRtJGATED tRON OR STEEL PIPE, Q• P Y g 8E SL6PfD'fi)FAC{Li1'ATE C1FAN�NG.
<br /> ) ,� R£C9'APJGU WR A"DJE�57(MEN7
<br /> TREATMENI' 1 THROUGN & (NOT To BE t1SEq IN CITY MAlNTA�NED the as-built informati�n and this dra��s�in�are based on /�S��t�ntuo�tiR��tR
<br /> SYS7EMS UNLESS APPROVEO IN AD�ANCE BY THE CtTY ENGIN�ER �' ption should �- � At���sr�ner�rsF�r�c�� 3. T�t��t�crA�tsu�'[���'m�a�vU���r6�w��g�
<br /> ) the bestavailable information, no presum an�sra�.��awirr�����wn���ur�ca��+�,vra.r��
<br /> E) ALUMtNUM STORM SEi+YER PlPE (NOT TO 8E USED IN C1TY MAtNTA�NED � fttAtaEi,�AYSE�ASTlN7c�7H€AU1ilSTn�1�.Nx
<br /> e made regar ingthe drawings accuracy.
<br /> SYSTEMS UNl.ESS APPROVED 1N AD�fiNCE BY THE CfTY EN6INEER) �IAT St�B 7t7F '�z ,� S�CF�t��v.
<br /> F) PVC PIPE (SQR35, ASrM D3034 WITN 3 FEE?' OF COVER, MtN1MUM) � � �� � � � �
<br /> G) CORRtIGATED POLYETHYLENE STORM SEiNER PiPE, WITH SMOOTN INTERIOR . 4 . . P.1�� � --✓� � � �� �1'-��� � = LOV�A�NCfS $. � NfSs�f .
<br /> PtPE AL A� K QCKOUTS SHAtL HAL�E A'Vt+A1t�NtCK
<br /> SCALE: 1"= 2' Date `" � 2"n��r�f�nur�To zs"tJ�dXl4NUM. Pft{?ViD�A
<br /> N) NtGH-DENSfTY POLYETHYLENE (CPEP) PIPE I ned By catc�a �'tPE MATERCA!Ydt73i P1tA7G{Mtii4�liVSiDE�UIMETE�R I.5"N1IAlINIi�€+J GAP 8ETWEEN TH£lCNdCKAUT .
<br /> 2. COUPLING BANOS SNALL BE OF THE SAME MATERIAL AS TNE PlPE. � ' Stt�lAt aiE tFs�a so�ar� ��o�i�.e ���i ar��rt�e c�urs�fl�o��rh�ata�. A������ ,
<br /> 7 � � dutM€T�R C{}NCR£7� ;yr�EFAL 1A�iai.L WAI.E t'(F�t5}NS'fALtEt?.PIlL THE�AP VJITN;tqlAtT
<br /> 3. MA�ERIALS FOR CONCRETE, RUBBER GASKE75, ME7'AL CASTlNGS, RElNFORCIN� GROUT� � Permit Inspector 4ai aVc{b} PVGte MORTA€t1ta;�tCQftDAN�E4VlTtiV+I5t��T
<br /> S7EEL, AND MASONRY UNITS SNALL ME£T ?HE REQUlREMENTS OF TNE ` „ „ , , STANDAKD SPE�EFIf,ATtON 9-EI4.$. �
<br /> Print Name &Titie aa z�° �� aa°� �� �o� r
<br /> APP�OPRIA�E SECTIONS OF TffE WSDOT/AAWA STANDARD 5PEC1FlCATIONS. �� , sr��saK �F, 3��� 3�� �o" �6�° ��� 5. co�ek�r�s�aucruft�:SHntLnnE�r�€w�
<br /> 4. GALUANlZED OR ALt1MIN1�ED F'tPE ARE NOT F�RMII7ED IN MARINE. `� ������E� , , „ „ „ REQU�REMfP17s C��At�53i70 Ni299. �
<br /> ENVIRONMENTS OR WHERE SAR7 W/TER MAY OCCUR, EVE'N INFREQUENT'LY (�} w^ ' ����'���� 64'' 36` 42 9b d2 42" � .
<br /> FHROUGN BACKWATER EVFNTS. TflP =2S[1:-�" 2 61 , 0 7 �,�,��,;,� �+ : �.�o�r���Y� 7z" �2•� sa° azu �8�; aa�� �. �a�r�,�atio�€c�v�a s�€sra����►��Aw��v�
<br /> 5. CPEP PIPE SYSTt�}S 1.ONG6R THAN t00 FEET MUST BE SECt1RED AT TNE 4" MIN. �r/�y r x� ': �u s�.�: �Qw ��6, ��„ ���„ R��611.��F��Y(?�E5�6�I a�D
<br /> �� 16" MAX. LYV��.7: �'�, „ CON51'fttJCgtONS7AN47ARDSl6tVD
<br /> UPSTRFAM END AND 7HE D�WNSTREAM ENQ MUST BE P!AC�R IN A 4 F001' ;\-�`� . _-_T� $ � 4b" �s" �2'° �4,: �s8" a�^ SPEClEiCaT�OMS SECT�45t�d.�OR Ataai7lb�iAl.
<br /> SECTION OF THE NEXT lARGER PIPE SIZE TNE SLtqtNG SLEEVE CONNECTION 14Y MAX RUPI�'i SPAGfNCi �- 8, t4RRUGA'1°Ep PLkY£7H`tLE4Vt STpFifll4 SEVUEit PIUE,VtlSppT ��C11f4R�MENTS.
<br /> ACCOUNTS FOR TNE.H1GH 7NERMAL EXPANSION/CQNTRACTION COEFfIC1ENT OF ?. INSTAtL, CATCN BASiN TOP, FRAME, GRAT�' AND ��
<br /> u SECTIONS SO THAT LtF7 GATE !S VlSIBLE �e �-.� �FP�NDAttD PtA�!$-U5.2U, �, si�p5�E�t S�AripAKQ a�av9N�5tB�3.
<br /> THIS P7PE MATERIAL '< .. ,; 6 M1N. o
<br /> , � THROUGH OPENING AND STEPS CLEAR INLEf AND w � �. f�Q� b: 'r�'Sr�o3 SrAN�AR��a�ni 9-05:12(i�.
<br /> 6. STORMWAI"ER PIPE TRENCHES SHALL BE BACKFfLLED IN ACCORQANCE W17H 3 --__' 2 5 6. 3 2 RESTRlCTOR UNIT. ��� ;�� c: NlSiX7�'STAt�[7AR[�PiAt��-05,Y2(�t. •
<br /> SI'ANDARD DRAWiNG 614 ANfl 615. RECTANGGE NOi�CH WIER '
<br /> O.F. = �.�?.�_� 2. lNS7AtL LOCKlNG FRAME AND GRATE OR COVER �
<br /> Wl�TN-0.042-FEEI' OR 1/2" �`�- SEE STANDARD DRAWlNGS 405 OR 610. FRAME , _
<br /> LENGTH = �.25-F�EEt (FROM OVERFLOVY) . ',, AND COVER PER STANDARQ DRAWING 6t0 IS .
<br /> STRUCTURE SPEC.I�CATIDNS: ¢ REQUfRED IF lNSTRl.IATION IS NdT !N PAV£D ;'> ���'�� �j}���j �}�(y���j�jQ1�� .
<br /> 7 ' AREA OR 1S N07' T0 FUNC710N AS A CATCN �
<br /> 1. MANNOLES, CATCH BASINS, AND tNLEI'S SHAl.L BE CONSTRUCTED OF PRE-CAST S ' 8AS1N. g ��a � r...,>,-..����yppH���y ���� y��{yy�� MlNfNluM
<br /> ,4 � �. � +nt�.� $r�s� { a��sran���
<br /> �. 3. RESTRICTOR ASSEMBLY SEE DEt'�fL B AND `�r �,u±�' �E���'� �s1� itNaCKa�T
<br /> t1fJlTS IN ACCORDANCE WJTN THE FOL�04YING STANDARD DRAWINGS: �v H �NlCict��,SS'rHtCK�1�55 ��'f�ht��N
<br /> ^ ev DlAM£�R 5t2�
<br /> ITEM SECTION �. U �r - SFANDARD ORAWlNG 416, DE7A�L C. K�v��ut� ,
<br /> ,,
<br /> � MANHQLES 605 THRQUGH 607 � ��. ' . 4. FOR STEPS SEE STANDARD ORAWfNG 609. = � � . a6" 4" �" 3�� g° s
<br /> '` --'-_-`.� ' , -� 5. BAND STRAP WITN GA5KE7: � • ' `
<br /> �.2�
<br /> CATCH BASINS 4D2 TNROUGH 405 ��` � �Iq S� : ,<�� � ;�
<br /> N���RIN� � 54" 4-5" 8" G2"' 8�
<br /> � 6. SECURE RESTRtCTOR TO CATCH BAS1N VYtFH 8 �
<br /> INLEIS 401 �� � �/� .� �` � ��" �" &" as" ��• .
<br /> , � � � GAUGE ALUMINUM S7RAPS ANQ BQLT TO CATCN SEPARATE BA�E INTE�SRA�.BASE -
<br /> STEPS AND E,4DDER 608. 6D9 O � � °� >\ G „ �' 72,� 6" 8„ 6f�^ �2„
<br /> �� � , .� �1 � 6 SEDIMEfVT BASIN WALL WITH STAINLESS STEE'L AA�CNOR FRE�A5T PRECA5�T Vt!!TH RlSER :
<br /> FRAMES AN� GRATES 4d6 FNROUGH 4l2 Cr Q- (� � (�1 i2'0 � sa�� S�� iz�: a2" �2„
<br /> CLEAN-OUT 42l � � z i �J�.,� STORAGE 80LTS. ONE STRRP A80VE AND BELOW OUTLEF
<br /> 2. CATCH BASIN QR MANHOLE DIAMETER SHA�L B� DETERMINED BY PlRE StZE AND DEPTN REQUtRED, INTERMEDfATE STRAPS REQUIREQ FOR � (4$'���'�'°���Y� ��s.uEL gg�� g� �� gqN qx�'
<br /> ! � � �Ac�������
<br /> ORIENTAT(ON AT TNE JUNCTf�N STRUCTURE. A PE,AN VIEW OF THE JUNCTiON � � � � � cr RESTR(CFOR RISERS GRFATER THHN 12' ABOVE �
<br /> � � 1£(!N)-?5G'':a.�4&'�1 (W) OUTLEf. � M6�TAlt z� #+tPf xptuE
<br /> STRUCTURE, �RAWN 70 SCALE, �NtLL EE REQUJRED WHEN MDRE TNAN FOUR � � �., 1E(QUT)=253.p5 8'4 (N} � r��4��'--••• $������ '
<br /> PlPES ENTER TNE STRUCTlJRE ON THE SAME PlANE; OR 1F ANGLES OF � �' > , �95�g ��v 2 51 . 8 2 7• FOR ALUMINUM ROp !.lFT NANDLE ASSEMBl.Y SEE � vaSerbT 5�'u€�t1ii�g-itt:2fl-01A�CEp�`s�IESUgS"ttTiiT�
<br /> RPPROACH AND CLEARANCE BETN'EEN PtPE"S 1S OF CONCERN. THE PtAN VIEW � �G/,�TEFZ�� �-� �, 1.5xD � ------ R.QO% STANDARD Df?AW1NG 416: �
<br /> (AND SECTIONS IF` NECESSARY} MUST E�ISURE A MINIMt1M SOUD CONCREFE WA�:L � (���` �•S� O� MIN. �� 8 '° � �-*�+: . �lTY t�F E�'�1tIE'�`T �
<br /> DIS7ANCE 6ElYYEEN POPE OPENINGS Q� 8 INCNES FOR 48 INCN AND 54.INCH • q�- �a N ��' 6 2' M�". . CONTRACO.R NOTES: � �' PUBLiG li1f�DRKS D�PA�T`M�i�iT .
<br /> CATCH BASfNS AND 12 INCHES FOR 72 1NCN AND.96 INCH CATCN BASINS. � "
<br /> �
<br /> 3. CATCH BAS1N EVALUATlON OF STRUCTURAL INTEGRIT}' �OR N-2� LOADING MAY BE E�_����� 2 5 0.. 3 2 RESTRICTOR DEVICE SNALL BE MEAStJRED 8Y � ����+���� 61��� �����-����F���-��� �""°��'g "T�M �' "SO1� t�31�7/zAi�
<br /> REQUIREQ FOR MUl.T1PLE JUNCTION �ATCH BAS�N5 AND 01NER STRUG�URES. SURVEY�R OF RECORD PRIOR TO INSTA�tATlON OR '� ���-E�-�'��� �'�������E����
<br /> 4. CATCH 8A51NS SHALL BE PROVtDED lNITNIN 50 FEET OF TH£ ENTRANCE FO A , AN APPROVED SNOP ORAWlNG SHALL BE PRQVtDEQ � �A,���-{ �����{ �"�(�� 2 ,�,�� �
<br /> PIPE SYSTEM 70 PROVfDE FOR StL�AND DE6RlS REMOVAZ. i SECTION OF PtF'E ATTACHED �� ,
<br /> 5. TNE MAXIMUM SLOPE OF TME GRQUND SURFACE FdR A RADIUS OF 5 FEET' BY GASKET BANt3 TO AEL�W REMOVAL 1'0 ENGINEER OF RECORtI 8Y TNE MANUFACTUR�R 1N
<br /> 2' M1N. , ORDER TD VERIFY RE5TRICTOR FACILfTY WAS
<br /> AROUND A CATCN BAS1N GRATE SHAZL BE 3:i. CONS�i'UCTEt1 PER PLAN.
<br /> 6. A 7YFE !t CAFCN BAS1N �R A MANHOLE SNALL 8E REQUIRED WHEN THE' DEPrH RES1'RICTOR PiATE W/ `�
<br /> TO THE GOWEST P1PE INVERF E'XCEEDS 5.5 FEE(, REGARDtESS OF THE f'IPF S(ZE. ORJFICEf�T=1.1875" QR ?-3/1&"0 O,C. Q
<br /> 7. ALL TYPE li CArCN BRSINS AND ALL MANHDLES SNALL BE £QUIPPEO WlTN ". � � . < .., �� . � '
<br /> lApD�RS PER STANDARD DRAWtNGS 608 OR 609. p
<br /> 8. A TYPE tl CRTCN SASIN 5HALL BE INS7ALLEQ AS 7HE tAST COLLEGTOR IN TNE
<br /> PUBLIC RtGHr-OF--WAY PR1QR TO D�SCHARGE TO THE COM8INED SANtTARY SEWER. .
<br /> 9. CONCREFE INLETS SNACL NOT BE USED WMERE TNE pISCNARGE GQES 11tRECRY �L�.MH�I TYPEZ - 72���
<br /> INrO TNE MAIN STORM DRAIN SYSrEM. SS#1 �--QO 1
<br /> �"aNTR4L S'TRUCTURE .
<br /> � - � STRUCTUI�ELIDN4TE: "°T �° S��« I.TTILITYCONFLICTNOT�:' DRAINAGE IVOTE� Al'V�D D.ETALLS FOR: .
<br /> �, �As �eStGl'`I�
<br /> - UNZESS OTHERWISE.NOTEIJ ALL DRAINAGE CATGH CAIITION.' ' J .�t�C.t�.�.R I�ILL ,�LDT S�IORT P.�AT
<br /> � �-. BASIN LIDS ARE TO BE NERRINGB�NE GRATES � . h'I� � • �42 'Jr� ' � .
<br /> AND ALI. MANHOLE �OVERS ARf TO 8E SOLtQ TNE GONTRACTOR SHALL BE RESPONSlBLE FOR VERIFYING THE LOCATtQN, DIMENStON, AND ng�neers & �+ „/y NE 1/4 SW l/4 SEC.3O T.��N R.SE. W M. �
<br /> LIDS. R�FER TO STRUCTURE INFORMATION IN DEPTH QF ALL EX1S77M6 UTtL(CIES WHETHER SHQWN ON TNESE P1ANS OR NOT, BY � �L"' �SV�Z7VV ' � ' �s � �
<br /> DRAfNAGE PROFILES FOR OTNER �1Q TYf'�S. POTHOL�NG THE UTfUTIES ANp SURVEYING 7HE HORIZONTAL AND VE'RTlCA�. lOCATION PRlOR �urveyors CITY OF EVERE'TT, WA .
<br /> TQ CONSTRUC7tON. TNIS.SHALL 1NCLUDE CALLING UTIL�TY LQCAT� � $�1-! AND �--
<br /> TNEN POTNQLiNG.ALL OF TNE EXISTfNG UTILITtES AT LQGATIQNS OF NEW UTILIIY CROSSiNGS ���e,a '
<br /> Q'�' 45844 , SURVEYORS @ PlANN�'RS e 6NGlNEERS DWN. BY QATE R�l/. BY �ATE PROJEGT MANAGER SCAl.E
<br /> 1'0 PHYS►CALtY VERlFY WNETHER OR N07" CONFLICTS EX1ST. LOCATlONS 0� SAID U71LITlES � �'� g�'�'" �
<br /> AS SNOWN ON THfSE PtANS ARE B4SED 11PON THE UNVERfF1E0 PUBLlC INFORkfATION AND �SsroNA��'�� LAND USE CONSULTAIVTS �As ��-z�-.�� Q3 JAJ 05f�J8/19 J. JARRECL AS SHOWN
<br /> ARE SUBJECT TO �AR�ATION. tF CONFLICTS SHOt1L0 OCCUR, TNE CONTRACTOR SHALL
<br /> CONSULT WE�RN FJVGINEERS dt SURYEYOR� ING ro a�sacu� acc ��oe�E�s p�ioR ro CiVIL ENGINEERS � LANC� SURVEYORS DWG. FIL�'NAME CHK. BY F.B. Nd. � J06 N0. SHT. N0. ,
<br /> PRQCEEDlNG WITN CONSTRUeTION. v�i��� � �q *** 9740 EVERGREEN WRY * �VERET-T� * V`dA .* 98204 *** 1615&4ABA�E.DWG JAJ -- 16-1584-A 8 Of 9
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