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<br /> WITHW E ��. NFILTRAT ON -"_; - _, _ ,
<br /> , F XlB�E �OINTS �Z � R UlREMENT OF ASTM D3Q� �� - RE U1RE THE 1 ,:: .. .. _ ;. _ .. , : . :_
<br /> T ANY BE PROVIDED WlTH LE ShAI_L CONFORM TC HE EQ S Q
<br /> : RlFICATION 0
<br /> F' LOCATIONS AND
<br /> TO AVOlD DAMAGE 0
<br /> . VE
<br /> " , F
<br /> F T , --
<br /> T ID A 0 HE . �_., ,� � - . ' , . . • :
<br /> U S E CE , ' P CTION F I - ' HA
<br /> F HE 0 ACKFILL AND COM A OR S DE SEWERS S LL
<br /> A R ROM T � EXC VA710N BEDDING B _ .
<br /> R TE r F H, A .
<br /> G E N LU S
<br /> IS ANAD � .
<br /> VER , RED TO CLE , ,._
<br /> HICHE P SHALL B RE UI
<br /> W F,ALL LO ER E , _. _. _
<br /> INCHES TiLE Y .._�h_R PIF� S „ ONTRAGTOR DEVE Q _ , ; _, ,,
<br /> , WER PIPE. DUC IRON SANITAR THE C , .... , .
<br /> 4. D�CT,LE IRON SE
<br /> / .. _
<br /> H XIST
<br /> 1NG _ ---.. : _.
<br /> F 1 WIT E
<br /> T W `. 'I F
<br /> CON L CTS ,.
<br /> _ _ I NO SHO N
<br /> TI iTES ' !N AN _. , . _:. <.
<br /> DlTIONAL U L NTRA�T R MAY USE ANY METHOD SUCH A5 SWEDE L E Q :
<br /> AD � THE CO 0 , . _ . ..
<br /> ; T D __ � _ _ , .
<br /> N FIRM_Y COMPAC E ! N 3.0 I
<br /> P A�,ED 0 RE UIREMENTS-OF SECTO UNDERGROUND UTILTIES' _„_._
<br /> TURE
<br /> AND SHALL 8E L ,. ,_: CONFORM TO THE Q _ . __
<br /> T U C _ _ _ _ . _. _ _ _ _
<br /> SR _ _ .
<br /> LE .�
<br /> : 0 VITY _ _ _ _ _ _ . ,
<br /> > MANH RA
<br /> W' TER AL
<br /> L G _ _
<br /> N i NI G A L AN C AN A - _ ..
<br /> C EA N B L D LE ,
<br /> WA ME VED L __
<br /> AW ,,_ � APPRO ,
<br /> . 1 OR ND SH LL t AN _
<br /> .- I A 1 5 151 A A WI TH ,<_ _
<br /> T ANS 2 C
<br /> M C
<br /> F R.
<br /> 0
<br /> N 0 - .
<br /> ' C ,
<br /> R SHAL
<br /> L _ ,
<br /> T ACTO .
<br /> N THE C�
<br /> N R
<br /> ON TRUC7IQ i :
<br /> RIIVG C S H W ULD A W HIM TO
<br /> RISE DU , R A ND LASER M ETC. Wt-iIC 0 LLO
<br /> UT�LITIES A F THt MANHO_E EXCAVATION BATTE BO RD A BEA , - , AR QR'AWINGS`611 AN� 615. T,HE ;6EDDING MATERIAL .. _.. :
<br /> RLY WITHIN THE AREA 0
<br /> BEDD
<br /> I
<br /> N
<br /> G PAR
<br /> T3C�1LA - : >, ,. AND T0 `CITY STAND . D _ . .
<br /> , _ T > _, __
<br /> ,. _ H `L BE
<br /> S AL .,
<br /> PR T TI . THE CLE
<br /> ANING BALL : > ..
<br /> i IOR TO ES NG _ . ::- .
<br /> � ( C LE INES ,
<br /> H U W R L _ :
<br /> TORM T. ED SE E
<br /> N OIN NI J IN ,., NITARY _
<br /> LI^JE
<br /> D PJSH
<br /> 0 J �CHA CAL 0 SA
<br /> _ TAR _....
<br /> ' UIRED
<br /> MOR ,_
<br /> Y NANGES RE T H P IAL
<br /> A D AN C Q WER R N . S E� � ' SE COURSE GQNFORM NG TO SECTION ,, . :.
<br /> Y THE PUBLIC >WORKS'INSPEGTOR N FR THAN THAT OF THE �E E C Y N POINTS PROVIDED BY THE SHALL `BE CRUSHED 'SURFAGING.BA i _ - . `
<br /> , ,. NOTIF WHICH NORMALLY lS DEEP_
<br /> ACCURATEL TRANSFER THE CO TROL
<br /> T WILL . . , :
<br /> a I Tt-I A = .. . .;.
<br /> � A OF A S ZE -. . . _
<br /> A RIBBED RUB ER B LL , . __ _ _
<br /> o N LLY B ._
<br /> ; I AGO
<br /> TA 0 _. _ ; > _
<br /> UNLE. R A 1NF R BLE
<br /> ASS 52 H P OVED N L __ _
<br /> BE CL OT ERWISE A
<br /> T WHI H IP SHA�L SS _ __ _ _ .
<br /> Ni S HROUGH C ON P E �
<br /> , , NG IR
<br /> Ty 0 E -: T ,A Q P IF CAT _ N _30 ,..
<br /> _ _ TO SEE TNAT E _ . 9 0 9 3 OF. 1'hIE WSDOT APWA S AND R S EC J iONS. A D SECTION .. _ . .
<br /> BY THE CITY ENGINE�R PRIOR TO SHALL BE TAKEN D ,. . 3. _. _ : ,...._.
<br /> __ .. , . SHALL BE APPROVEQ CARE SURVEYOR IN LAYfNG THE PIPE T0 THE DESIGNATED ALIGNMENT AN O /. _ _,::._,.
<br /> _ H R ;. : ,. >,
<br /> P RCOD _- .. _ ;;:= �
<br /> T . AROEO
<br /> I PI T ' ESTEO
<br /> U GLY
<br /> INTO'THE PE 0 BE
<br /> FU IT SN :
<br /> Y D FIRML RAMMED L_ NFLATE TO F
<br /> AR OMPLETEL AN Y ! 3 20.5 OF THESE STANDARDS. :; _ ..
<br /> . ENTER THE MANHOLt E C
<br /> . THE PROJECT. S
<br /> T OF RELATED CQNSTRUCTION ON PIPE P ISSIBLE TRENCH WI TWEEN THE FOUNDP,TfON - -,
<br /> ; COMMENCEMEN , THE MAXIMUM ERM DTH BE GRADE : ; , `. ;:.
<br /> :�::. . �. .._ � . � � . . . ..... . ._.. � . . �.:: . . ,� :',. ....,.:-,.,.....�:
<br /> ; A AT ,. _. :
<br /> F THE B LL
<br /> OL 0 :, _. _
<br /> _ _ _. I 7 T TAL CON TR = . ,
<br /> _ _ _ T SECT ON TH BALL 0 ENABLE 0 : .
<br /> : _ JVF,TER TI�H N�SS SEE FASTENED TO E : _... . ...:. .
<br /> _ . _ UT TO ENSURE WILL , , , _. .._.
<br /> - HRINK GRO (
<br /> _ _ N S , c
<br /> NG Q :. .. _ � . : . . _
<br /> :- IGHT QF WAY OR OF F R PIPE 15 ` _. ._
<br /> EXTENSIONS WITNIN THE PUBi�1C R T IN HES A80VE THE SHA BE .0 tNCHE., 0
<br /> -, . , _ D. ALL SEWER MAIN LEVEL AND 0 2 C PIPE LL THE MiN1MUM S1ZE REQUIREMENT FOR TtiAT PORTIO�i OF ANY 5ifl� - ; ,
<br /> _ TH : , . .,; . ,:.
<br /> ;..: - BATTER BOARD METHOD E
<br /> . - _ SING THE SWEDE LINE AND _ _
<br /> _ INK GROUT . WHEN U , Tl . _ __ _ __. . ,
<br /> „_ __ . _ FOR NON SHR '
<br /> 8 ) . � ALL MES :,.. , _ . _
<br /> , _ . 3 20 �
<br /> V Y F iNE AND GRADE ) i TER . I �N ANY EASEMENT aR 6'UBLIC`R1GHT, OF :Y�IAY fS-6 9NCNES .(N; , , ,,, : -.:
<br /> IN' £ASEMENTS MUST BE STAKED BY SUR E OR L � INCNES OR SMA�_ER INSIQE DIAMETER OF 1 � TIMES THE IN51Dt DIAME
<br /> :;, T T HERE SEWER W TI-f
<br /> N GRADE IN 0 HE bITGH W '
<br /> CONTRACTOR SHALL TRANSFER LINE A D
<br /> , � ,: _ , . , . ::
<br /> � b AMETER. ,.
<br /> . A SEWER LINE THA7
<br /> 11N ONSTRUCTlON.' PROVIDED WITH A MANHOLE ! H FOR PlPE 18 INCHES R ARGER 5EE �TANDARD PLAN NO I CONSIDERED TO BE THAT POR710N OF �
<br /> PRfOR TO' STAR G C PVC PIPE CONNECTED TO MANHOLES SHALL BE PLUS 18 NC ES 0 L ( TED ON A SIDE SEWER S
<br /> RI Y MEANS OF A TAUT GRADE LINE SUPPOR
<br /> _ THEY SHALL BE CAR ED B ` "
<br /> , . �.� :
<br /> i '
<br /> I INEER. TH TT '. 3'-
<br /> - TY ENG WID T I EN iD N
<br /> Y THE C TR NCH TH�J WR D A RE5 E CE
<br /> . A K T AND APPRO�ED B i THE MAXIMUM E IS EXCEEDED WI R LINE AN TH T RTION F THE SIDE SEWER MAY BE :: ': _
<br /> r�7oR COMP�ETE w�TH c s E s�1 . F WfLL BE CONSTRUCTED_ BETWEEN A MAIN SEWE ,; : oN PRiv,a� QROPERr�r A Po 0
<br /> ADA ) T. ; , :;. ._, . , :. _.
<br /> FEE _ _ ;>
<br /> T ._._
<br /> V F NQ MORE THAN`30
<br /> T I T R A S O
<br /> R S A E L
<br /> S T ATT 'BOA D N ,; _ _ _.. , _......
<br /> � IR Y E B ER
<br /> F ML
<br /> AN ;.,, _; N : � : q ..,..:. ,. ,,
<br /> CORD CE T R O 1N E 'FAM LY'HOMES LL TH R .
<br /> ' S I AG ES IN DfAME E S GL 0 E ' - ;.. ,:.,.
<br /> F NSTRUGTING MANHOLE N T i __ REU ED TQ 4 1NCH _,
<br /> SHALC CONSI57 0 CO > 10 FEET OF THE OU S DE TY ENGINEE P, WI Bt UC _ ,
<br /> TH1S WORK SNALL BE PLACED WITHIN H RiZATION OF THE CI R THE CONTRACTO LL , _, _ ,
<br /> , .1 INTS 1N PVC AUT 0 , A F SANITARY WASTE , _..
<br /> IPE 0 1N WHICH THE DISPOS L � _ ' ___
<br /> N0 r OR QTHER BUILD'tNGS _ . . . _
<br /> AT 71M
<br /> E. _......_
<br /> - HALL B
<br /> E IN USE ONE , ,
<br /> R BOARDS S
<br /> T A ATTE `, ,_ ,
<br /> � NO
<br /> T LESS H N THREE B
<br /> 7 F -: T ! '"T I� N . : ,. , .
<br /> 05 0 RCIAL MUS NS ALL 6 iNCH` MIN UM I
<br /> D P ANS AND SECTiON USf ' FROM DUPLEXES TO C:OP�iME : _ _ : . .
<br /> SPEGIFICATfONS THE STANDAR L c _ .. S , _ _,_
<br /> WITN THESE � i R TO
<br /> ! F HIGH �, ATION 0 '
<br /> P P 0 S� C , ,,
<br /> ROVIDE E � TREN TH A _ �_.:,.
<br /> . E UIRED TO P R S G CL
<br /> OLE , . .
<br /> T MANH R Q
<br /> F HE . : _
<br /> 0 fiNG OR
<br /> PIP _ _
<br /> INTEftNAL _ _.
<br /> FACE NOT INCLUDE ANY OF THE ;: „ _ __ _
<br /> RIGIN T S. IT DOES
<br /> ATT R 0 A E
<br /> D AND IN EVENT THE B E CTIO.N �. - . :._. _.
<br /> : RADES SHALL BE CONSTANTLY CHECKE DIAMETER PIPiNG TO $UILDING GONNE . -,. ,.._....,
<br /> "- DOT APWA STANDARD SPEGIFI'CATIONS. WHERE CONFLICTS OCCUR, G
<br /> TH'E WS I IN ' y TH TY . _.
<br /> F BEDD C, E CI _ `- • .�:., ;;;
<br /> HI H R LASS 0 R IRED B '
<br /> A G E C AS E U _ ` .- .<
<br /> ROVIDE Q
<br /> _ P ,
<br /> _ � H I S : ,.
<br /> ND N 0� W
<br /> NIC
<br /> D A TH ( TA ATi ;
<br /> NANCES E NS LL 0 .,.
<br /> T E I T Y STaPP� R RTE _. .
<br /> N OVER SEC710N 7 05 0� HA BE PROVIDEC WI H A E UP THE WORK SHALL BE IMM D A EL CON'NECTION AP U ,
<br /> 7H'ESE SPECIFIGATIONS SHALL HAVE"PRECEDE CE A�L MANHOLES OVER 3 FE�T !h HEIGHT S LL
<br /> �. BQARDS DO NOT LIN ,
<br /> ` R.
<br /> N IN ` , ; . . .:
<br /> G E
<br /> E 29'. _ :
<br /> S RS SHALL BE o
<br /> _ _ T P F R IDE SEWE _ _
<br /> ; _ _ ,_ HE MINIMUM SLO E 0
<br /> _ I _. : , :
<br /> . AT ON
<br /> wl THE WORK GUL
<br /> iF art�oNs. F . . �oceEQ�Nc � oD OR kNANCE OR RE
<br /> ; THE WSDOT APWA STANDARD SPEC IC STEPS AS SPECI. IED IN STANDARD PLAN NO 606 THE CAUSE REMEDIED SEFORE P CONTROLLED BY A MUNICIPAL G E, D ,
<br /> - � LAD[�tR OR
<br /> ` ' pURING EXCAVATION AND INSTALLATION OF PiPELINES Alv� PI:ACEMENT OF
<br /> � T
<br /> I
<br /> TI NS PR OR Q i HE IN THER ` '
<br /> T EVA 0 T RS 0 - ;
<br /> Y � VR EL AE WE <
<br /> V RIF N E NT ANG GR D OF SE
<br /> A E T P E A IGNME UCTI N
<br /> H �� E IP L NTS FOR CONSTR 0 -
<br /> NTRACTOR S HEN USING A _ASER` BEAM TO S , A RE UIREME ; ,: _ _
<br /> . CO HA . THE w THE GENER L Q _.. ,
<br /> ': THE ACKFILL EXCAVATIONS S L KEPT FREE CF WATER _ PRQDUGEQ. AND SHALL BE 'DESIGNED FOR _ ..
<br /> ,_, : TRENCH B � l. BE , : ALL FITTlNGS. SHAL� BE FACTORY ,.:.
<br /> ,,. _ CORDAN CE -.
<br /> UN TS IN
<br /> AC
<br /> F PRE ASf I
<br /> S RUCTE 0 G
<br /> E CON T D .
<br /> S bL� B �
<br /> H LES H
<br /> MAN 0
<br /> F A
<br /> T S. ME
<br /> HA E HE T '
<br /> RA S S LL B AM > , , .:�
<br /> N 0
<br /> F LATE L
<br /> _VATIO ION F A ER BE : :
<br /> R WN EL _ POSIT 0 L S F
<br /> C 0 Y = K THE !ON 0 FI i� F TFi S '`
<br /> _:,. T . TNE R H CONSTANT� CHEC ONSTRUCT TH PIP� T0-BE US�D. Tll GS SHALL BE 0 . E_ AME _
<br /> ; _ NSTRUC ION f � NT ENTRY CONTRACTO S ALL TH S SPEGFlCATIONS SHALI� APPI,Y �OR C INSTALLATION;ON E
<br /> �� CONTRACTOR SHALL CONTROL SUR AC� RUN OFF SO AS 0 PREVE SECTIONS OF E E
<br /> ., R O _ , >..
<br /> AIONSF M
<br /> N . A
<br /> NY DEVI T
<br /> 6 5B A D 605C
<br /> 0 : 605A 0 �
<br /> T N A D PL
<br /> AN N S
<br /> - IT S A D R
<br /> W H ,
<br /> � I � LPE USED EXCEPT WHEt�'INSTALLING A PVC
<br /> IP N 5 PEC FIED. THE ' SER ATERIAL AS 'THE P : :'
<br /> i H �NCOMING P E U LE S S T N RE THE LA - UALITY ANb M ,
<br /> LEVATION OF E H S PROVI ED BY THE SURVEYOR 0 E SU Q _ : _ _ .
<br /> : TNE CROWN E i FROM SURFACE UB D ' F T E : _
<br /> AS TION OF WATER IN EXCAVATIONS. THE STATIC WATER LEVEL THEY ARE lN NSISTENT WlTFi ANY 0 H ;: ; ,
<br /> : OR COL�EC SIDE SEWERS-UNLESS CO
<br /> 1NG UBMI
<br /> TTED BY
<br /> H RAW S
<br /> . T ASOPD
<br /> ` P N WILL
<br /> BE SUBJECT 0
<br /> LA S , �
<br /> _ . . . , ANDARD 1 TI P . : .
<br /> ST T INSERT' ON EX S NG PE _:;
<br /> ° T _, ... .,: .
<br /> I A HA NEL E UIVALEN $EAM :
<br /> , PROV DE C N Q
<br /> 0
<br /> HAPE� T TH ASER ; _ _
<br /> E RE5 G A E. IN THE EVEN E L _.. _
<br /> „ SHALL B I STILL ON ALIGNMENT AND R D . __ .. __
<br /> _.- _ .._ TWG BASE T OT M OF BEAM S . ,
<br /> EXIS RAWN D WN A MPNIMUM OF ONE FOOT BELOW HE B TO T N .` HALL ; _ .__ ._ _
<br /> ; SHALL BE D 0
<br /> PROVISlONS OF THIS PARTICULAR SECTION AND TNE SPECIfICA 10 S S
<br /> , PPROVED BY THE CITY ENGINEER.
<br /> THE CONTRAGTOR ANC A
<br /> ::: _..: . . . . T . . ....: .� �.. ; . - '. . . -�. �:: ..
<br /> H LE. ND ^ '' � -;
<br /> I IED FOR A NEW MAN 0 TRACTOR SHALL STOP WORK A - . ` `- •-
<br /> TO �HAT SPECF TAIN �T T OF THE IS FOUND OUT OF POSITION, THE CON `
<br /> THE EXCAVATION 50 AS TO MAIN THE UNDlSTURBED � A E
<br /> �. . ` ;SIDE 'SEWERS ON PUBLIC RIGHTS-OF-WAY AND PRIVAT= " ` "
<br /> APPLY ALIKE T0 ALL
<br /> , T. ;; . T E_ ,.' OR RiSER ; ,;-,
<br /> - - . T T THE LASER BEAM E UIPMENT AND PIPE
<br /> 51DE SEWERS SHAI:L BE CO�tNECTED _�.,TH� E , �N1E>_ :, > ,
<br /> . . NECESSARY CORREC IONS 0 Q
<br /> _, i MAKE
<br /> . R KF LL
<br /> _ ... A ONG THE P Y FILL 0 BAC .
<br /> _ dUNDATION SOILS ANQ L LACEMENT OF AN
<br /> F
<br /> K T. `. , : ;- ; :,. .;, -..
<br /> : RUSBER GAS E YVHERE. SUCN IS AVAtLA$LE-UTILIZ�I�tG ' ' __ .
<br /> , .., ' t TWEEN MANNOLE ELEMENTS SHA�L BE P OPERTY. PROVIDED IN''THE PUBLIC SEWER ,, __ _..,__.
<br /> ; JO NTS BE TO CONNECT TO EXISTING DEEP MANHOLES. �
<br /> ID� DROPS SHALL BE USED INSTALLED.
<br /> : iNS TO THE REQUIRED DENSITY. THE DEWATERING SYSTEM SHALL BE
<br /> , .
<br /> ' _ APPROV�D FITTINGS OR ADAPTERS: WHERE NO TEE, V�l'(E, OR RISER 1S . `- ' � •'
<br /> �. <, .;
<br /> y4r , _ : . ,: :
<br /> P IF A Y A LO EC
<br /> R S EC IC LL L
<br /> Y WH E E
<br /> � OWED
<br /> ON� ._ , , .
<br /> ALL _ . ,
<br /> ANN QR
<br /> OPS
<br /> WILL
<br /> BE _ .
<br /> N ' `CH ELS E
<br /> A . MA HOLE
<br /> E CL S 4000 ID _. .
<br /> CRET SHALL B S TS _ . ` _ , :
<br /> AST GON E U AT T T DE __
<br /> `L PRE C 0 SO TH R L VEL OU SI E A BY.GbRE DRI I G_
<br /> AL TA ED ANb OPERATED HE GROUND WATE E CITY OF ` R D_ R AVAILABLE CONNECT(ON SHALL_B W1.D� . E�.ht : __
<br /> ,: INS LL A' SS; MATERIALS SHALL MEET' TNE REQUIREMENTS OF THE . , P OVIDE O
<br /> AL C ARANCES SETWEEN SEWE
<br /> R AND WATER MA(N P1PE SHALL BE � -
<br /> RI ONT LE ,: ; ..;,; ;
<br /> HO Z . . _ ::, -,.,
<br /> „ _ �
<br /> , _ . .., _. .;
<br /> Y R. � .
<br /> . NGINEE ___ TEES : ALt SE ROA�AC iNDUSTRIES _
<br /> ; . E CIT. E G � , _ AND INSl'A�LING'AND APPROVED TEE. SH _. _ , . _.
<br /> CLASS 3000 CONCRETE. CONCRETE $LOCKS OR CONCRETE BY TH XCAVATION �.. NOT REDUCED TO THE EXTENT THAT WOULO �AMAGE SPECIFICATIONS.
<br /> : SHALL 6E TH� � M!NIMUM OF 10 FEET. EVERETT AND TH`ES�
<br /> , , >' STYLE CG OR APPROVED EQUAL : -,
<br /> ' A'Y E USED FOR ADJUSTMENT aF THE CASTlNG T0 �
<br /> MA50fVRYJ RiNGS M B OR ENQANGER ADJACENT STRUCTURES pR PROPERTY. ' � '
<br /> . f , :
<br /> -. N H _ . ;;
<br /> ' P T �Y .AROUND THE MA OLE
<br /> VAT C M LE E �
<br /> XCA E C
<br /> A L E _:,.., .
<br /> _. R SH L R
<br /> TRACTO AND 0 ..._ _
<br /> ON � N E CLASS
<br /> THE C � AP -0R PLUGGED WITH A PLUG OF A P P SHALL;BE CLEAR�Y MARKED WITH �YP , , / ;. ;_ �► _
<br /> . : _ AL� SS r.TTINGS SHALL BE C PED ALL I E - O T T- PR P f2
<br /> FINAL STREET GRADE. , .. - .: ALL SIDE SEWERS SHALL HAVE A 6 WCH' CLEAN UT A HE 0 E TY LtNE . - , ,, ,.
<br /> - r � �
<br /> AV P
<br /> H C ATI I PI E
<br /> EN EX OR NG
<br /> A TR C N N OR 6
<br /> SULH S ON TU NELi G <
<br /> K PT �N ACT�ViTIES ,
<br /> i � MANHOLE SHALL B� E ,
<br /> N LOADING. NE
<br /> ` V NT UNBALA CED : '
<br /> PRE E AS ,_ , . . ; ` ;,__,-
<br /> , ,; TO V MATERIAL GASKETED WlTH THE SAME GASKET MATERIAL CA8 E. LETTERI�IG SNAL� BE LEGI$LE AND ,;; `N O. 6 4. THE :f21.SER PORTION: OF THE-CLEAN .OUT SHALL ` � ,, . . _ _.
<br /> _ APPRO ED THICKNESS, AS APPLI L :% PER STANDARD PLA N , . 0 , ,,
<br /> ; . Y � 7 : : , ,;;
<br /> ACTI AV N .
<br /> _. ' I G COMP P EME
<br /> � K ILL N AFETY AND _
<br /> . E
<br /> N , BAC F ON S
<br /> ANKM
<br /> P H E MB , `
<br /> R A TI NS S ALL B E . _ ,..._
<br /> AR E U 0 ,
<br /> NECESS C
<br /> N TH . _ , ,
<br /> . IMES A
<br /> D � ,
<br /> T
<br /> ALL _ _ BY TH .U71 ITY S ERINTENDENT. F R _. ....
<br /> TION AT L ; ___ OTHERWISE APF�RQVED E L UP 0 _
<br /> RA APPROVE MECHANICA BE PVC UNI.ESS _
<br /> OPE A FfTTED WITH AN D _ .
<br /> PIP UN1T OR SH LL BE STORAGE. _
<br /> THE E NDLING Ai�}D : , _
<br /> , �RMAL CON�ITIONS OF HA .
<br /> N N
<br /> T UND:ER N
<br /> s ERMA E ,_. ,. . . , . `
<br /> N S SHALL PR0'VIDE REDUGT{ON F
<br /> ROM 48 INCHE , P
<br /> STANDARD PRECAST CO E
<br /> ; M
<br /> R P CONF R >, . ,. , _
<br /> W TH R FOR PUBLIC 0 RIVATE UTILITIES SHALL 0
<br /> �NG HE E A I _. .
<br /> ; IA,L FRQM ENTERING THE PATCH , , Ii�1STALLATIONS EXTRA CLE N OUTS WILL BE REt?U F _
<br /> - TO PREVENT DEBRiS OR OTHER MATER
<br /> TAKEN • A T KNQCK-OUT PLUG. THE _
<br /> AVE AN INTEGRA�LY C S LONGER' SIDE.SEWER
<br /> YO 24 1'NCH�S WITH NEIG
<br /> HT OF NOT �ESS THAN 18 fNCHES'AND 54
<br /> TO STOPPER OR SHALL H < ,; -,: ' _'
<br /> � . . . r T •- � i ,._.. .:.. � ....: ,... .. .. .:. . .... . .: � . :" . ' ':. .,_,
<br /> 1 EEET. ,
<br /> . Y 0 EXCEE 00
<br /> : c T N C T ,: ' OT T D
<br /> SET FOR H I T R S TI NS OF THE AT SPACINGS N _
<br /> _ . . R UIREMENTS 0 HE EC 0
<br /> . ; TH t , _ _ ..:.
<br /> I , TH XI TING 0 E Q
<br /> _ ,. P ,yROUGH E E S
<br /> T PIP�L NE
<br /> B
<br /> Y ASS
<br /> TI H , _ . .,.
<br /> - U ING A G
<br /> _ INCL D
<br /> ER - ,
<br /> _ . SEW PRFSSU ES WITHOUT '' : _
<br /> ; HT F NOT LESS THAN 24 iNGHES: , _ A L ABLE TO WITHSTAND ALL TEST R ASK TING.
<br /> 24 INCHES wITH HEIG 0 P�UG SH � BE APPROVED JOlNTING SHALL BE fLEXIBLE G E ,
<br /> CNANNEL IF REQUIRED. STANDARDS. FOR ALL THE A80VE EXCEPT PAVEMENT PATCHING, 5Et
<br /> ;, .
<br /> ; �
<br /> : , LEAKING, AND WHEN LATER REMOVED, SHALL PERMiT GONTINUATION OF Q�
<br /> _a �r/► �. ;
<br /> 610 611
<br /> _ I S NOS. �
<br /> UN UTIUTE AN NDARD PLAN ,
<br /> TIDN 3 ., �NDERGRO D D STA ,
<br /> SEC , <
<br /> RUBBER �
<br /> _ . _ _.
<br /> SHALL BE CONSTRUEJ TO IivCLUDE ,
<br /> STANDARD FCAl" SLAB COVERS SHALL BE A MINlMUM OF 8 iNCHES TNICK PIPING WITH JOINTING SIMILAR TO J�INTS IN THE INSTALLED LINE. FLEXIBLE GASKETING �
<br /> ,' _ '°� � '. . ;
<br /> ; � � ,
<br /> T ARD I GR WALL SAW AN AND 615. • ' t� , :.- ;, ;,
<br /> AND SHALL CONFORM TO THE OUTER bIMENSlON OF THE S AND CTOR SHALL CORE DRIL�, ..INE DR LL �,
<br /> THE CONTRA �
<br /> SYNTH TIC RUBBERLIKE AND PLASTIC MATERIALS SPECIALLY pas�. '
<br /> E , V . tt, , ., : ;,, .
<br /> P� T T AN EXISTING ' _ � _
<br /> , R T S NECESSARY TO BREAK OUT OR CONNEC 0
<br /> i WHE E I I nA _,; , . ,.;
<br /> NS RT D. WH ..� L NE
<br /> I E E E
<br /> P AC D. T BE t _ ,
<br /> ICH THfY ARE TO BE L E I OF PIPE 0 �
<br /> ' _ SECTIONS UPON WH TO MATCH THE 5 ZE
<br /> OPENING ed, t� . <:•
<br /> c � C r:
<br /> HA a u _
<br /> C DED AND S _ _ __
<br /> URSE CSB INTEN ° o � : ,
<br /> R ALL PIPE SHALL BE CRUSNED SURFACING BASE CO THE JQINT PIPE SIZE ` AND USE _
<br /> THE DRILLED HOLES MUST BE SEDDING , 0 � � ONLY NEW PIPE HAVING THE SAME INSIDE MANUFACTURED fQR , , �,, . � � reP y,'th
<br /> - DRILLlNG IS THE METHOD USED, SEWER DURING CONSTRUCTIQN, �
<br /> . - �• _ , � 5 bee ,P ath�c a'on . �
<br /> � � > � a .; e .
<br /> : , , �T _ R �` h b S
<br /> ' -. : NT OF SECT THE STANDA D � '� : _ :
<br /> .: A COMP�IS�IED BY THE USE ME"ING THE REQUIREME S ION 9 03.9 3 OF Y THE MANUfACTURER OF THE PIPE TO BE UStD. w _ �n ed . b
<br /> ; = INTERCONNECTED. UNE DRILLING SHALL BE C � � R WILL USED IN RECONNECTING THE SEWER. WHERE JOINTS BE FURNISHED 8 . ' 'ti pF � aW � ,
<br /> . DIAMETE BE . A� pr rav�d �n$�+r� u
<br /> - R MANHOLES � . 'w Fw cs , rd ri P . w '' ° � , `., ,
<br /> NLESS-0THERWlSE DIRECTED BY THE CITY ENGINEE ,
<br /> � AR� HAMMER. JA�KHAMMER SHALL I N F R ROAD BRIDGE AND MUNICIPAL CQNSTRUCTION. < ��o , a�tio ��a
<br /> OF A SMALL CORE DRILL OR A ROT SPECIFi(.,AT 0 S 0 , ,
<br /> _ � T E MADE BETWEEN PIPES WITH A MISMATCHED WALL THICKNESS, r � Q �h�s� . .� �#Or� .: �thj� ntp,� -: ,
<br /> _ MUS B ► n _ u .. . ,;
<br /> .: IN PLACE 5 ; .,_ .
<br /> ION OR CAST t a e _ _ . _
<br /> E CAST BASE SECT S ,- ` � � ,. _ .
<br /> NSTRUCTED WtTH PR , t n z , __ .._ . _
<br /> CO : _ _ u o �
<br /> MINIMUM OF 1 INCH n B l _ .., _ ...
<br /> , T PROVIDE A � : t 0 _. , _
<br /> OPENINGS MUS 611. P _ ..:
<br /> . ALL PE ZONE ON TAN ARD DRAWING . '2� . a � .. _ _
<br /> T BE USED ING WILL BE TO TN� PI SHOWN S D Y TANDARD PLA N A� .: , .,._ .,..
<br /> No BEDD R R CONSTRUCTION SHALL CONFORM TO C!T S , rm , - .: , . . , ,_
<br /> = A lNCH MINIMUM DEPTH THE CQNTRACTOR SHALC USE FLEXIBLE >GASKETED COUPLING, ADAPTOR 0 SIDE SEWE Z , ,
<br /> SECTIONS SHALL BE PLACED TO GRADE UPON 6 INCHES CLEARANCE AROUNO THE
<br /> AND A MAXIMUM OF 2 - � F A 6 IN OTT M OF THE PIPE _ �` S- . : �r _ s
<br /> , �HE PIP� ZONE IS IDENTI IEO S CNES BELOW THE B 0 602 AND 6d4. ' ' e� b1� it�
<br /> , OF GRUSHED SUFtFAGING BASE :
<br /> -._ F RENCE OF THE PIPE. UPSTREAM PIPES, EXCEPT PVC PIPE, COUPLING-ADAPiER T0 MAKE A WATERTIGHT JOINT. CQUPLINGS SHA�L BE � ` " �
<br /> � _
<br /> _ C►RCUM E T H S ABOVE THE PIPE. AS AN PT10N TNE CONTRAGTOR MAY USE ' f ` EN' R �� ��y�� � t�e , '
<br /> ,0 12 INC E 0
<br /> AfR OR APPROVED EQUAL �.he_ rd __ • �
<br /> - ATING THE WALLS OF MANHOLES SHALL BE PLACED WITH THE THOSE MANUFACTURED BY ROMAC, SMiTH BL ,
<br /> ,�.� a ,;
<br /> T D
<br /> PENE7R CATIONS SNOWN ON TFiE DRAWINGS SHAI�C BE SUBJEC 39s91 d ��� <:
<br /> SIDE SEWER LO a ;. -
<br /> _ � � D D NSITY FIL� AS SPECIF► IN SECTION 3-i OF THESE _ f'�'► - �`
<br /> r: . d3.9 3 OF THE i PLACED SNJG AGAINST TH� CONTRCLLE E ED � � DN ' b�. �
<br /> GQURSE MEETlNG TNE REQUIREMENTS OF SECTI:ON 9 O BELL FACWG QUT SUCH THAT THE BELL 5 FOR REiNFORCEO PIPES AND .FERNCO. OR APPROVED EQUAL FOR N
<br /> , � o� °
<br /> _ . T . REGARDL�S -. _ . ,
<br /> � THE F�ELD `AFTER CONSTRUCTION STAR S . _ � , �t - -' - -
<br /> ' N RSE T S THE ANG�E OF PENETRATION SPECIFICAT,ONS. RELCCATION IN � � - c.�- � e ,,,� =�
<br /> WSDOT APWA STANDARD SPECIFICATfONS: THE CRUSHED SURFACI G B OUTSIDE WALL OF THE STRUC URE A
<br /> ;: I REINFORCED PIPES. sC�y��G ± m�tlft P
<br /> > M NH FS THE TEE bR WY ` . : !.; P� - ' ;`
<br /> A L BE COMPACTED T0 95%�% MAXIMUM DENSITY. S. PIPE EXCEPT PVC PIPE, LEAVING OR ENTERING A 0�_.. THE DRAWING LCCATiON, THE CONTRACTOR SHALL PLACE ��
<br /> COURSE SH L ALLOW , . .. : (� ,' ��tr ,
<br /> _ 1 OF .r; ; . • � ;; , ,
<br /> � � EDDING SHALL BE PLACED IN MORE YHAN ONE �IFT. THE �IRST LIFT, TO i N 3 14 AND STANDARD PLAN 3 6 -,� ,._, : Y1e ,.,. „ __ , .
<br /> ; � TH FLFXIBLE JOINT WITHIN OF A P.PE B FOR PAVEMENT PATCHfNG SEE SECTO , ._., „ . .
<br /> SHALL B� PROVIDED wl A f� MAiN SEWER �WE AT THE LOCAl10N DESIGNATED BY THE ,., . S : , . , �
<br /> : - M T SHALL BE RUBeER , � BRANCH IN `THE ,:
<br /> JOINTS BETWEEN PRE CAST MANHOLE ELE EN S
<br /> TER OR 12 INCHES, WHICNEVER IS GREATER. AFTER PIPES HAVE PROViDE AT LEAST 6 WCHES THICKNESS UNDER AND PORTION Or THE PIPE, THE CITY STA�lDARDS. '��' �°
<br /> ONFOR ING TO ASTM DIAME ,
<br /> T D IN A MANNER SIMiLAR TO PIPE JOINTS C M „ �-
<br /> GASKE E , , , ENGINEER. . . e . .
<br /> T Y SHAI._ BE �ROUTED
<br /> INA� P051TION HE F TH PIP I D , 'T ° '<' ' ; :'
<br /> PLACED TO THEIR F , SHA�L i3E P�AGED BE ORE E E S INSTALLED AND SHALL BE SPREA
<br /> < ;.
<br /> - ` ' T 41NT DESIGN SHALL BE St7SMiTTED TO
<br /> BEEN , ,, & _ :,. -.:.,,
<br /> _ C443. SHOP DRAWINGS OF HE J
<br /> ,; : ,.. . f.ia�� ; , ;�: ,
<br /> - I WORKMANLIKE MANNER. PVC - „< • t .i: , > .; : ;.
<br /> THE CITY ENGINEER FOR APPROVAL, PR10R TO MANUFACTIJRER.
<br /> TIGHT WITH NON SHRINK GROUT N A SMOGTHLY S� THAT THE PIPE IS UNIf ORMLY SUPPORTED ALONG THE
<br /> R TION _ - PY111 ; - ,::
<br /> CONNECTING TO EXISTING MANHOLE SHALL. BE PE SEC
<br /> COMPLETED JOINTS SHALL :SHOW N0' VISIBLE tEAKAGE AND SHAtL CONFORM PtPE BARRED. SUBSEQUENT �IFTS OF NOT MORE THAN 6 INCHES THICKNESS
<br /> . ; 6-6.� 4 . �
<br /> TO THE DIMENSIONAL REQUIREMENTS �F ASTM 478. � � HALL BE INSTALLED T� THE CROWN 0� THE PIPE AND WDIVIbUALLY C1TY OF EVERETT DATE '
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