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SPACING . <br /> - 0 0 F00 NG URAlM STA: 5fT .5 &� F001(ING DRAIPt . STA: Z�h20.8, Ri' 1.5' GPS-BENGNNf�'aRK ' ; u { a ,'�` 45'x3' UNEAR SANt? �'lLTER. AROUI`f0 D�fFJV7lON �YST�h4. . BETYY�EN �'DGES �8 fd rv1lN. RIP� 7EE� TO <br /> 46Q !?(M�-472.5 R/M��?Z.9 Et�V �69,50 NAV� 83 .91 • . �� . ;, 4�• I SEE DEfAIL, SHEET & CO�aPtECT TO SDMN 1 g QF•PIPES c� CQNNECT P/PE RO{YS - <br /> 46a 460 / � � �- � <br /> E=468.0 12 0 1E=4FiB.05 12�. a • � �� . ;� . . 1 . �'' � (FACH ENt? OF PlPE) <br /> _ � E 46.3.99 � 0 ( ,E� 1E=463�91 48 0 fV} � � �� � ��. ( : • a CONTI�UE DEf�'NTIUN P1PE CSF3C /XCC�SS f2ISERS� S�� `�" <br /> CaMAACTlOAi Tt� EDG� OF LiNF�1R �.L.� '�j�"� •ACCESS D�TAIl, SHEET fi <br /> �, o �. � . i•--, e� a, o�. a cv eri ,rs c� , . „ T <br /> 4r �' uj �y � r, t�: in w �,t� . cs� � �ri o <r cv ,1- rn. `- p �o .., m . 1 f 1� ° !' ^ � . .a• . � . <br /> � � � r. � � � � � n . � �ri Ki ui qt . �ri c., �o t,y �: r-� ui « ° � � : SAND.F(LTE'fi C0+4fPACT IN �" -- --- (100' M�}C ACC�SS SPACIN�) <br /> �r �. v� =r v- d, d- tr a tr b- � � v � a�- � �a°'- °a h � w . � \ �� ;, I SCALE l"=20�� . <br /> �t K- . •4. „ . <br /> � <br /> , ,I � . L1FT5 TO 90% MA.Y. DENSI7Y. <br /> . `` ii �C �,� � Qs�� <br /> � � ;i ;i f • . 1 a� <br /> o . . ti so � � � .�� �� ii� �� / � : t: � . <br /> . ao-�-oo ��+ o + ��-oo ��ao �+oo t��oa . �s+oo i�-aoo ' <br /> " lYO.�T����.�.�,����'���1Z,E ��1'����.�AlT�.,L�Pl�'��'�.E .�A i�'�1.�1 V��,5��'ROF�LL� . . <br /> SGAl�E.• VERT: �,.�50' sca�.�: u��r: 7+'_�o' se�r�e: veRr: 7"�50' � �"�.��J�'T'�J���'��.I��':��'I�I�(►�� � . <br /> � � �o�z: 1"�5 � f-fORZ: � '-�' NORZ: T"�5 �'I�,�,S��C�`l�`AT'I(3.�,�. . <br /> ?. PG�� PAAT�RIAL, JOINTS, AND PROT�CTIV� Th'FA7MENT Sf-lALL GONFORh! TO T�fE l. �dtUVHOLES GATCH BASINS, AND /NLETS SNAEt BE' COPlSTkUC7�'D OF Pr��'-GA81` <br /> . • • ��'��+�j �� ��`� ��j���� . RcQUIREPA�NTS SET �QRTN 1N SEC710N 9�OS U�' �MF NSt10(/E1P4"�A STANDARD UNltS IPt ACC4RDA�lCE i'117H 7Nf FOL.l.OWtNG STArVDARD ORA4YlNG.S: � . <br /> • ���� �iJ�t L'ea.7 �7.�.��D�ZAI�T.I�UY�NOT.E�: SP�CIFlCATIONS TNE FOtf.OWlNG FIP�' M�IrERIA�S AR�Al.GOWEl1 FOR USE t1t� tTEP�f SfCTlQN <br /> P1PE SYS7�iAS�tN TN� CIlY OF EV�r?�1; QTNER PIPE htATER�LS MAY r3� hl�iNHOL�S 6Q� THROUGH 8�7 . <br /> � �.EG.�i�� ' 1. P1Q P�RT Of TN� DRAINAGE S'ISTEaf SNALl. 9E COVERED, CQNCEA�.ED, OR PUt' tNT� USE ' r�t�Pf�OV�'�3 ON A GAS�--BY�CAS�' BASIS: C�1TCN BAStNS ' 402 7HROUCH 405 . - <br /> _ 7. THE W5�JOT/AFWR STRPJ�ARp SPEC1FtCAT10NS 5NAL� APPLY UN�ESS � �N7IL. fT i-GtS BF,.�N It�SPEC7ED, 7ESTE0, APlD AeCePTEO BY FHE CITY OF EyFRETI: A) PtsftN CO�tCREF� PIPE (t2 I(JCHES IPt OWA4E(Efd, U�E� ONLY F�R lNL�7S 4Q? . <br /> OTH�RWISE STATEU BE'LON/, �• ALL WORK ANb ,+AATERWt SNALL C�NFORtA T0 TNE CIIY OF EVERE7T DES(G'N AND URIV�W�IY Ct1LVERT) STc'PS AND I.,�DCJ�R. &O8. 609 <br /> � � FOUAJD f2EBAR�CAP A5 NOTED EXIS�ING.PRflPERTY E1NE GON5TRUCTIQN 5l'pNDARQS AND SPECJf7CATtONS AP1D TNE� VrSDOT/AP�YA SI'AhI�ARlJ B) REINFORGED GONCRETE PIPE �r?A��}cS AND.CFiATFS � 40S THROUGH 412 , . <br /> !V( RLI E �--�- �--�- --- • R! F f� 2. WNEN TRENCHING TNROUGN EXIS7ING PAVEh9E1VT TNE OPEN CUT SHAL.L BE SPEGFfCA7lONS FOR RO/+f1, BRI�GE, Rt�� MUNlCtPAt CONSTRUCltON (CURRE"NT �'OITIDN}. C) DUCTILE IROAf PIP� CI.E�N-OU( �21 . „ , <br /> , �,� CE E N GHT 0 AY A NFAT LlNE MADE r7Y �IT'riER SAW GUT(iNG OR JACKNAMM�'RING A 3. RPPROXlMr�Tc LOGATIOAf3 OF`EXISTING U(ltiJ7ES NAYE BEEN U�fAINcU FRO�! A�AIl�BLE DJ-GALURNIZcl3 OR Al.U�dINIZElJ C�r�RtlGA7ElI tRON OR STEEL PtF�, 2. CATGH BAStN (oR MAtVHOLFj DIAMEt'�tZ SNAtC 8E DETER69lNE'D BY PI?E SfZE AND SCALE�: 1 = 2D . <br /> _ � - E;{tSTlNG LOT LfNES CONrtNUOUS LINE. SAW.CU�1NG WILL SE REQUIt?ED UNLESS TtfE GUF IS RECURUS•.ANO ARE StlON�N rOR GONVENlENCE. THE COtVTRACTOR SHALt; 5E RE,SPONSIB�E � T'R€s1ZMENT J i�HROUGN 6 (NOT TO SE USED IN CfTY ,4tAIM'�1WED ORJ�'tYt-ATIOiV AT 7N�' JUNC7fON STkUC7URE A PIAN VIEW OF Tf1� JUNC710N <br /> � � EX. 5I'ORM DRA/N CATCH BASIN (C8) ' 1vlA�E PRfOR TQ RECONSFRUCTIDN Or? AN �'/ERtt1'/. fOR �RIFfCATION OF.1_(1CATlONS AND T0 AVOID �AMAGE TO AAIY AI7fliTl0�JAC UTILt17ES SYSTEMS UNLESS f1PPROV�p IP! ADVtWCE BY 7H� CITY ENCINEEft) . .S7Rt/CTURE Df�AVJN 70 SCAl.�, W1tL. 6E REQfJ(RED WNEiV MOR�' TNAN FOUR � - � <br /> //// �//C �/t� E�GE OF PAVfMENT SH.OVJN. IF CONFLIClS Wti'1�! EX1S17NG UFIUFl�'S.ARISE DUftiNG CONSTRUCTION, TNE E} ALUMINUM S(ORM SE�IER FfPE (NOT T0,!�E USEf3 !N C17Y MAINrA1N�'D �PIPES �N]'ER TNE STRUGfURE.oN TNE SAME PLqN�; OR IF ANGLES OF � �0 40 <br /> Q . . �X. SANITARY SEWER MANNOl.E (5SMH) 3. TEMPQRARY PAVE�IENT PATCK SNALL BE ACCOMPLtSHEQ 9Y US/NG COLD.hflX CDNTfdACTOR-SNALL NOIl'rY FHE r�UBUC t�IORKS 1NS('ECFQR t1N� ANY.Cf�fi1PlGES REQUIRED SYSTEMS flNLESS APPROV�D 1N A(�UtLYCE BY TNE Ct7Y ENGfN�ER) . APf'ROACN AND CLF.�tRiaNCE BE7tY�EN PlFF5 !S OF CONCEf7N. TNE PtAN YI�N! <br /> � EK. WA7ER hlET�R . . Ct PROPOSED�CATCH E3ASIN (C�} � (MC Z58), AT$ OR STFEl. PIATCS. SNAi.0 6�'APPROV�D 8Y TNf Ct7Y EN�tNE�R PRIOR.TQ COMMENCEdAENT OF RELATED . F) f'VC PfPE {SDR35, ASTh1 lJ3034 W!(`rf ,S FE�(' OF COVEF�, MltVlN1UM) (AND SECFIQNS IF NcC�SSARY) �IUSr �AISURc A M1NtMUPA SDUD CONCRE(E.WALL � . , <br /> � � �- 4. PcfZ�P! 1T PAVEP A�CH SNAL 8E AS ECIFIED ON AND R GDNS7I�UCTION ON TNE �?ROJECT, G) CQRRU�A1'�D POLY�rN't'LEN� STOi�M SEPIER PIP�', WITH SMOOTN 1NTERtOR �157ANC� 8E7W�EN POP� OF'�N/NGS OF S INCHEa FOR 48 IPJCH AN� 54 INCN �T <br /> �1� EX. V4'AT�'R yALY� . �� PROP05ED STORM �RAJN MANHOt.E (S�h4NJ ��' d�NT P Z �P � A � 4: ALL STOKM SYSlEMS NllTHIN THE PU�LIC RIGNT-OF-UlAf OR I1�i EfiSFMcP17S �UST BE' � H) NIGH--DFJ�ISITY PILYETHYLENE (Cf'�P) f'!PE CATCN BAStNS AND 12 lP1G'rf�S.fOR 72 1NGN AND 96 lNCN CA�CH f3AS1NS: ��1�������� <br /> � �h'RbYlNC !�l0. ,��8. EXTRUf1E0 CURB Sht�ilL BE COAlCRE7'E AER STU. 3D5 E. STAK�D BY SURVEY F'CtR t1NE'AND 6RA0�`PRlOR TO ST�Sf�TING G'ONS?RUC7(OrV. ? COUPLING BANflS SHAtI BE OF Ttic.SAMF trlAT�"RlA(. ttS tNE PIPE. 3. CA7CN BASlN. €yALUATlON 0�" S7RUCTURAC tNTE'GRtTY FOR H-20 l�OAD1NG h1AY BE � � <br /> `(� EX. �1R� HYUfLME7 �"� . PROPQSED�DEI�NTI0�1 fiCC�'SS . Q �"�,�-+`�T-:w4�j�3,�� <br /> ,�,,0 5. WHERE TRENCH �'XGAVATION EQUALS OR �XCPEQS A O�PTN OF � F��T, TN� 5. �L�. CA7CH BASIN GRA3'ES �A11ST 8E S7ENCI�ED.OR STAhiPE� QUhiP NO �YASTE; DRAINS 3. 1AATERWLS FOR CONGRETE, RUBBER GASK�TS, tAE(AL. Ct1STINGS, RklNFORC(NG : REQUIREIJ FpR MUtTIPLE JUNGTIQN CATCH �,�SINS ,�ND OFHER S7�RUC7URES. . <br /> � � T4 SrRfA�N, LAKE, RPlER, PUGEf SUUND, UR �YETl�1D.'CNU05E APPROPRIA]'f. FFATUR�' STEEt, AND �+t�1SONRY UNlTS SNAL(. MEE1' TH� RE'QUIREM�NT5 OF THE �. CATCN B�ISINS SNAL1. BE PRO!lID�D VYfTNIN 50 F�ET 4F Ti-IE ENTkANCc TO A <br /> � PROF'OSE!? STORM CL�'ANOU/' . DE�lEtQPER/COAfCRACT�R SNALi PROVIDE, �ON57RUCT,�MAINI�AIN AtV� R�hfOVc, VERTICAL t7ATUM: <br /> � � � �S �A�y� ����� AS REQUIR�'D, �FET�` SYSTEMS TNAT MEET 7HE R�QUIREMENTS OF THE FQR TN� PRaJECT. APP�20PR�AFE SECTIQNS OF THE V1SlJOT%A�4YA StANDARD SF'ECff�CATIONS, PipE SYS7�EM 70 PROVIDE FOR SIGT AND D�BRIS R��90'✓�(L. IVAV�88 � <br /> � PROPOSEf3 �OiYNSPOUT NASH�NG.T(7N./NQUS7RWL SAF'E7}' ANq ME�ILTH.;4CT.RCW 49:17,.,lNCLUDING NIAC �. GAL�lAN(ZEtJ OR ALUMINiZfP P1PE ARE NOT P�RMtT��O 1N MARlNE 5. 7H� hfAX1Fd�JM SLOP� 4F TNE.GR4tIND S�JRFAC� FQR A'(�1Dtt/S OF 5 FEEI' �, <br /> -�}- IX. POWER POLE p:5.� � E�VtRON�dENTS�OR WNERE SA�.T WATER ,4U4Y UGGUR, �Y�N 1NFREQUEIYTt,Y AROUND A GATCH BASiP1 Gr?A7E �HAl.0 BF 3;�, SET. MRG NAIL ON WEST �IDE. O� 19TN AVE S� !�! SID�WALK. � <br /> 296-15.�. TNE TRENCN SAFEtY SYS7EMS SFt�iLL 8E pESIGNEtJ BY A QtJA�IFi�D.. EXPANSION JDlNT Q.50 411�ST Q�' �A�aT EaGE 0�' CURB <br /> E-�--- �'!. UTI�tTY FOLE ANCHOf� � PR�POSEQ SEWER CLFAIVQUT PfiRSO�!! tWD �AEET ACC£PIED etVGtNEERthIG R��t11k�'MENTS (SEE WAC t'i-lROUGH BACKWATER EVENTS. 6.fi TYPE I( CATCN BASIN (1R A MANHOLE SNALC f3E REQUIR�D WNEN THE DEPTH . <br /> 296-155-6&0. 5. CPfP P1P� SYSt�'MS LONGER 7t1AN t00 FcE( P9UST ElE SECURED ftT 7NE TO �N� LON�ST PIPc lN'/fRt EXC�EDS 5.5 FEE7; REGARDL.FSS OF TNf PIP� S/ZE RqPlR STATIC G�'S COL.I.ECT{C1N U71 ZING . M ( <br /> �TTTT � PffOPOSED WATER MEI'£R � . : UPSTREA�d ENt1 ANU THE DQWNSTRFAM ENiJ MUST BE Pl.ACED.IN A 4 FQOT 7. 1t1.1. TYPE ll CAiCN 6ASfl�S AND Al�L MANN�LES SHA1.L BE EQUIPAfO W11'H L.l T � �.�CA TCRP <br /> � �A� , . 1205 TOTAL S1'AT(QN WITH POST PRpCES51NG� E3Y Of'US.GOV.. <br /> � EX 8Ul�DIN�S Q 6.. TME DEV�.t�OP�R/CONIRAGfOR StiRl.�. Ff1RN:SH, INS7'RL.L, APtD OPERATE AL.� ` , � (��`� SECT(ON OF'��HE N�'XT l�t'c'CER PIPE SfZE. 7NE SlJDING St��V� CONNEGTtON t/DR�RS PER STAilD1iRD DRAi'lI�tGS 6U8 OR 809. <br /> �/�/L/� �? f'1?OPOS� FJR� HYDRANT �r��E55ARY EQUIPMEHT T0 K�EP �'ifCAUATIfINS ABOV�, THE FOUNDATION LEVE� � �,J ���<� �`�-'V�� A�COUI�TS FOR THE N(GH TNERMAL EXPANSION/CONTRACTIOP! CO�FICfENT OF 8. A TYPE(! CATCH gAStN SNAL� BE INSFA[.�ED AS TH�" tt1ST COLLEt'fOR IN TH� <br /> • '�� �-.�.� � AROPOSED FIRE dEPARTMENT CaNNEC170N FREE FROM NAIEt? DURI�l� CONStftUCTIaN, ANa SNAl.L QENIATcR AND DISPUS�. TNIS P1PE MATEi?W(.. PUBI.tC RIGHT-OF.-'rYA'( PRtOR TO /JISCNARG� TO TNF CQM31N�0 SAN(TaRY ScWER. �'f�XACC�OUNTNO. S.` .SI��f�DI�RL'S,S' ' <br /> � •:;;.. •.' �{. �ply�R� . OF TNE v'�ATER S0.AS NOT T� CkUSE INJU(ZY 7'0 PUBtIC OR PRIVAT� F'ROPER7Y 6. SI"OftMWATER Pl�E T�'�NCHE� St�fALL 8E BACKFfLtcD IN ACCORUANCE WtTN 9. CONCR�TE 1NI.�fS SHALL NOF B� tJSEQ iYH£RE IN� GISCHARG�" GOGS f?IRECTI.Y r) <br /> � j-.�°""°'°" i OR NUISANCE TO THE PUQ[.IC. S�JFFIC1�Nf PUMPIrV� �QUIPMENT fN GOOD � STANDARD DRAwlNG 6J9� AND 515. � IP1T0 THF MAtN SiDRM �RAIPI SYS1F4f. 2�p�2da0203000 JQ52t 19TH AVE SE <br /> � - = - . MAJQR EXISl�NG CONI'OtJR ��.�.��� FROFOSED BUl�DING WIIH OVERHAN6S .�OfttJDING P0�'�Efi QLlT GE �ND SNAtL, NAVE A�'✓AtLABGE A�Al.L�TIM�'SRGENClES, � �VEREII', WA 98208 <br /> - - - - - - RAINOR IXfSTiNG CONTOUR . '.'� �'• CO�fP�7ENT ri'ORKM�N FCTft 7NE CJF'ERATION OF TN� PUMPJNG �'QUIPd��NT. This Record Drawing has been prepared, in part, based - � <br /> . . �;,.�:a<;..��.�. PROPOSED CONCREI�' on'"As-Built" information provided by others.Though �'����`���'��'�'�Q�'�' ���, ���j,��'�'�, �.7'�'��,��.�.t9� � .���I`.�L�����.� <br /> �.._� _�� �� . . . . ' � . . � q, . +. .9 • <br /> : .,.> 7. �OMPACT(ON 7EST5 WILL BE R�Q�lRED TO ENSURE fC1EQUATE COMPACi"!ON <br /> ---=-------------- F.�SE�A�'M"/8t1fFE'R {JNE ON A�G G1�7S. ALL �QPdPACTION 7ESTS SHA�� Bc GONDUCTEt3 8Y A UC�NSE'D the as-buift information and this drawing are based on A,;. � . <br /> . � _��: �SD�-�+--� PROPCISED STORM ORA(N L1NE . 7ESTING tA60RATORY AT.THc" �XPENS� QF TNE D�Ye.LOPER/ CON7RRCTOR. the best available information, no presumption should �A�TIQ�'+T '�J �,' ASh, � ������°� � � <br /> �----------�SS .-r----- �-�'(iSTtNG SANITARY.SEWER L1NE . 5EE SECTtON 3-9;4 OF THES� Sf'GC1F7CA710NS. . , be made rega ding the drawing's accu'racy. ��� _ ��� �% ` C�25� �i �T �j �rJ�J� <br /> , `�------SS �'- . PRQPQSED SANITARY SEW�'R ttN�' � TNE COPlTFL4CTOR SMALL r3E RESPONSI�G� FOR �/ERIFYIPlG 7NE LOCA710P1, ptMENS10N, AN� � �r � ���',�.�I���',�' � ������� ��/��� $�b l✓'��".d t,.�� . <br /> • � SD.-�--�---- �X1571NC STOR�t aRRIl� �.1N� &: REF�'RENCE TD THE Ctn �'NGINEER 9£�OtY MFA�tS !HE.ClfY'S \ . _ DEPTh! OF A�G E,(IS7�NG UTtUT1E5 �VHE�N�R SNOiYN d�t FNESE P1ANS OR NOT BY �t�� q � �.. �v � ^�p� <br /> ���°""�f 4�� <br /> t= � W PROFOSED WATER C(l�IE REPRESENTAI'IVE' ON StTE • � .rV``�� �-�`-I g"��I POTNOLtNG TN�'.UTILI�tES AND SURVfY1NG TFIE HORIZOPI7AL ANfI VE'RTtCAC �.00RTtON Pf2fOR � � �- ' � e��.������`r� ��T �J�'� I`°��I �.�Q�1 S�'�,2U� �.���,� �..C���.� �V.�. , . <br /> _ N . EX1S�tN6 4YATER•LINE XXX Signed By �- Date TD CQNSTRUCTIpN. 7NtS SHALL �NGLUDE CALLIN� UTILITY CQ€?AT� � 8-1�1 ,qt�lb � . <br /> -- F?NlSH.GRA�E CQM"OUR ltN� 9. 4YATER S�Cf�IG OF BACKFtLL 1P! TRE'NCNES fS �tOT PER��f17T�D. ; � �"�- <br /> - G - �EXISTING GAS LlNE TNEI�! POFF{Ot�NG A1 OF" �FfE E'X1S7f�tG UTiL1T1ES AT LOCkT�ONS OF NfW UTfLI'IY CROSSlNGS Q,�, �� . � �I� ��' �'����� ��'��'���,�� ����� �� <br /> . • t0. DRIVEWAY APAROACFt SN�i. 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No. <br /> � � P�ocE�pi,v� wr1rH coNST�ucrroN. s � ��� �74� EVE'RGR�EN WAY � EVERETT � WA � 9820� *�� <br /> . � �! --(�-�- 1� a���F 1�ABASE.�wG JAJ rv�a 1�'-1�15-�1 . � �.�'7 <br /> . ' ' . . ' " . . ' . . . ' . . . . . ' . . . ' ' . . . - ' Y . . . ' . . . ' ' . .. � " . . . . �. . . W+��� Y./� '.m. V ���� 9 <br /> � � � � � . �� tl ��IIil�� ��i4 a �ai1Vtl9� . <br /> 10521 19th Ave SE Utilit Drawin s � � ������� �� <br /> Y g <br />