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HomeMy WebLinkAboutS-285201a I- of ' I Ip v �a �a v� � O 0 0 z° 0 0 °o ''^^ t ���iii V1 � G z °' yO� r�-a a N CJ O � 3 U a w � � �� � C v m c � �� '� a s �� �g a o � �� z �, z � V1 `y� Q U � U z a rn z 0 o- SECTION �, iWP 23 N, � 5 E, {�.�. MAtC�iVE - SFES��cT C4.f � � LF 6 - -�- �.,� } 6' SURFACE CLEANING WYE W /45' BEND k PLUG CONNECT TO IX 18" SANITARY I SS ®4 0% '` � al � L � _ I _ - (Jfil X'RdG SEWER IN PHASE III. SEE PHASING I � ,. NEW 6 SS IE =29.78 PLANS. MATCH EX SPRINGUNE. � - is -1- i.! _- -- NEW 18" SD IE =26.41 IE= 19.501 18" i -,- I -, _ UTIL X -RIG IE =20.00 6' �`� :'. NEW 6 SS IE =30.42 I � ' [ - ! EX 6" SS IE =24.40 6" SURFACE CLEANOUT WYE I "" u-�-- �, } ,i =az SEE DETAIL 2 - °. = z5- r(a'c!nr Nxs) c� oP 19 T �� � e= z <96 *�rw) m 69(6'RVC E; I �. � 1 = � a SEE MECH'L PLAN$ EX B� PROVIDE GREASE ,E 19 ^.4(ia'RVC N I �, � � :_ ). � FOR CONTINUATION OF INTERCEPTER E �� a9(+e'RVC 5 I �'z ;� ,y { • -. 6' KRCHEN WASTE LINE SEE DETAIL � -• � i•_. - F =30 -78 X62 I 1 . ,.a L • •i I ' � �, ; � �� I ) URL X -ING I �: a (_. - i NEW 6 SS IE =30.70 I � � �`��� _ l l _ i IX 4' SS IE =25.2f „d � - ! UNL X -ING NEW 6 SS IE =30.52 I � I IX 6" W IE =29.40 I - _ � �> i /+� L 33 -as �Qfi'LiG�� I � , i { ' I OYMFR TO PROVIDE I - � � 15' Ui1LRY E/SEMENf I � - � +~�357a +, Es l l i 6' SUPFACE CLEANO EE DETAIL 2 ❑ I .{ - Col v.3 UDL X -ING o 0 0 I �• .F I_ LTr� X -mc K.W 6 Ss -'� IE= 2517 I I - {' � F'� NEW 6 SS IE 22 2 NEW18" SD IE= 27.81 I I -� { `i' IX 6' SD 1E NK � - hill X -ING I I '�..� { I ( � NEW 6 SS IE= 25.51 � EX 4" $S IE= d1NKNOWN a � � i s�� F UNL X -ING i I t� �� { I NEW 8 SD IE- USKN ' - - I �' I _ ''� -..r, f - y'` �j ^.�.� - N - N OWN ';fF 3aA6t�:i 4� i J I - 75 LF�6' F'vC SS 0 2 .�'�.. -x. -� _ { 1 - � �. \ / caass z -�� Y 700.Lf:6 SSA253� ?� I I UAL X -ING ', a ��� � I _ - 16 C,Lf.ANO1Jf'WYE ��. lmL X ING a ' CONNECT TO IX 18" SANTARY I I I NFW 6 SS IE- 2 �� e -= �' - { a : W/ 45 BEND -.rk PLUG ' 1 I NEW 6 SS I = 25.97 .. � SEWER IN PHASE III. SEE ARCH'L � I I'� �'- f _' µv NEW 8" SDI ='30.45 NEW 12 SO IE= 27.15 _ iE 24 09 Wv � 1 PHASING PLANS. � I I + � v�° ) � � •� ,` MATCH IX SPRINGLINE. � `�' �t - � � � ' IE= 19.761 18" (N, 5) i Iw6� 32,er I _��' � - _;6 " -CL � - - _ -..cp I +E 27.46(6'CONC. SE &E) � � ~ '� =, : :- i j " CO - IE= 20.261 6' (E) -__ a z7e1(6 "carat. Nw) � I '/ � � ` 33' ® .WJ 45; SEND PLUG ' i f . I I r Y� II �:�. � 20,1 IE =,Z619 '� -1 �,. it 4��'� �. �{ su `!= �� ..� \ '�' � UTIL z -I G , I I '`�'^' b � wu =3375T i 3A�15 � �' I - � NEW 6 SS IE= 26.37 � i. I I a" u'��3 I i - � UT� o`' ��� UTK. �� EX SD IE= UNKNOWN I 1 6'z6" CUT -IN TEE (YOzFL) err s I I _ - - -- -_ J. I IX 66 DSIEE UNKNdWN �: SSE 2� -- - -- o I �3; �' GATE VAL1�S (FlxMJ) �...� t ! l _ _ �i RIM =3179 _ "' I W/ JILRUSi BLOCKING �� 1 `���'����� S , i8 SD E- ® IE =3i.a9 I 2 -�• Wrae" Mw�MC ��' �-� ` I �lti:%11 XSSEMBLY - ':^ a cDNC. Eww ®Ili ,�T.. _ = I - I eDS �s e.$) -, _ �.� " I PER CDY OF REMON STANDARDS ` O° I I �,, ��- �-1 SEE DETAIL \ SUkFAGI;-1� � �' +,u e"' � plRr I I I � ��� ! I I � � NOUT 1YYE � l INFIEIp � I � _� ����� k I , � \. SEE MECii'L PNIANS �� \ � � ' -. I I `: `�� � � � i - I FOR CONDNUARON OF ' '� I I � °� �^�' i a SANfTARY SEWER I I -�' ='� "� T : { IE =31.06 r...d.....,,...... ��- �I I -� 1 � "9 6' cLEANOUr wrE �: � ......r -..fit. r. I I { � : � W/ 45' BEND k PLUG \ �� I �' �$� � `i - - ( K �� �i � 8 SURFACE CI:EANIfUf -PACK STOP FENCE I � I I I " I � I { � _ ' I �� ..� .® N/ 4S BEND k PLUG �. � .' I 1 � °1 ' i � . Sl1RFACE CLEANOl1T 'WYE' - - -- I I � � � -_ t � ;j l SEE MECH'L PLANS `\ „ �� , .' SANITARY SIDE SEWER NOTES -- I i .: { ; ; � j I FOR CONTINUATION OF � �, ; �: i . ` I 1. PRIOR TO INSTALLATION bF A SANRAPY SEWER CONNECTION, A 6I IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL BE I C z,�= Y r - � � � SANRARY SEWER ,� �, ka� as ;;.. :� :..i � I IE =30.97 . " '�;` ::�'. � \� � \.��:� \\\ Fr Ja,a7t z ' ,� SIDE -SEWER PERMR MUST BE PURCHASED FROM THE CRY OF RESPONSIBLE FOR..ITS INSTALLATION. THE SIDE SEWER SHALL BE I ' ;�' -T,} I i �. : -' s - �,�`� REr1TON PUBUC WOP.KS DEPARTMENT. A MINIMUM OF 6" IN SIZE. IF TEE IS NOT AVAILABLE, THE MAIN - � � - � �' \ SURFACE, CLEANOUT• aViE' SEWER UNE MUST BE TAPPED THRU A CAST IRON SADDLE. Ali I i �`�• .�` { r I � � SEE MECH'L PLANS �..; 2. TYPES OF PIPE AND FRi1NG5 THAT CAN BE USED FOR SANTARY � WORK WITHIN STREET RIGHT -OF -WAY SHALL BE DONE BY A I I f _ °"'��� �! I �= I � \` FOR CONDNUAl10N OF SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC LICENSED AND BONDED CONTRACTOR. I i .+u .' -�,_ a � r� }_ i I p('�' � SANTARY SEWER � :' WORKS. RUBBER OR NEOPRENE GASKETS AS SPEL'IFlED BY THE II I I � �� "_' � -�,� ,�� :{ � . I �7\ � '� IE= 31.98 \� MANUFACTURER, SHALL BE LSED ON JOINTS. 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WI1H THE I e�� ,.� � �'�' '�"„� � I � � � ' I WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA) i � � � +� '� ��. � i I �.� \\ // � � 27 LF 6" SS ®2.09. MIN 3, A MINIMUM GRADE OF 2� ((1/4" PER FOOT) MUST BE MAINTAINED I "�r� , ;� „���� �p 6' Sl1RFACE CLEANOUT 'WYE' �% � \�ti WfTH 4" PIPE. IN THE EVENT A 2x GRADE CANNOT BE MAINTAINED. �. ALL RRENCH RESTORARON FOR SIDE SEWERS IN THE PUBUC I i f' "�� �.� 'i, . I i SEE DETAIL � �. ,i.;. 'HE OWNER MUST GRAM A GRADE RELEASE TO THE CNY AND RIGHT -OF -WAY SHALL CONFORM TO THE MDSE CURRENT TRENCH x:- > THEN CAN INSTALL 6" PIPE AT -A GRADE OF 19. - RESTORATION REQUIREMENTS. � I �'''� �" �� ` -�; - i I � p�6-a � �_ ���' , � \ cv �;\'' 4. FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE, �I9, ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN I I - � � -k; • i l 28 lF 6' SSA 1.Of. MIN MA�P�RO1V�D }� ,� ' � SURFACE CLEANOUf 'WYE' r \�% SEE MECH'L PLANS �. 277 -5570. SITE MUST BF READY FOR INSPECRON AND THE OWNERS ACCORDANCE WRH DETAIL7 /C6.3. � - � `= -) I I FOR CONTINUATION OF EX +AC+ REPRESENTATNE ON SNE WHEN THE INSPECTOR ARRNES AT THE i � I �AOATE SANITARY SEWER �\ APPOINTED TIME SIDE SEWER AND STUB SHALL BE TESTED PER (0. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPERAIION I :� r _ BY \ Cf1Y SPECIFlCATIONS. MAKE THE :CONNECTION AT THE BUILDING. DO : BETWEEN SANRARY SIDE SEWERS AND WATER SERVICES AND A -- - �- � .�, ; v .� � . #. � �" � \ IE= .'29.07 NOT BACKFlLL THE DITCH UMIL APPROVAL IS GNEN BY THE � MINIMUM 5 FOOT HORIZONTAL SEPERARON BETWEEN SANTARY SIDE . ; I �� � � �\ , I � INSPECTOR. � SEWERS AND ALL OTHER METRES. � I `��r�" ���g -'��, 1`e j I ;. -�` C'ONNECi TO FTC 6' SS �\ I �� W/ 45�' BEND &PLUG I a'a _ ,�- i _ ; \ : CONTRACTOR TO VERIFY I �\� ; IE= 28.07 \� 5. INSTALL SIDE SEWER WITH 2' MINIMUM COVER. I -� }:� �'� ^ -. INVERT AND LOCATKIN APPROVED :�� _ � I � �� � �'� �� � _' i 15 LF 8' SSA 1.OX MIN �,5y,� �` \\ �� ;`APPROVED I � � �'�, � { +, I 6' SURFACE CLEANOUf ' ` ' � ' ` - I I " �� �� ��` � { :- 'r l sEE DEfAft � BY DATE • �� � r: i z �'` .'� «,. .�z��� �L 1: � ; I cva - \ A..� t>3 is 0 10 20 40 wtN•1�• daft ww�. +�.,�� SCALE 1' -20' ROLL # 168 e ��� C. pO KEYMAP ��' ®� H.S. MODERiVIZAT'IO�T SHEET 4 04"'"`Hi '� Renton School District No. 403 � � �. �' � �g 041 ����� �� � �' �4. � L�� X4,3 max �;;,:, ar; L btt� 1= 144.5 C4. ltP[RES Ol /Y3/3WY �CAivLVEO OCT 4 2000 C p ; w _2d'}� -ate � � z�'r2s°1 ���,.,{y� w� °s� be4or� you ®�� � � CD'i��s°IHLI[� PORTERI.4JI�IDEEL�i A CONSLiTR1G SiRUCTIAtAI AND QYIi ENGfNERBVG CORtORA710N 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) � ti ,�� 25eArnE, w �lo� 30o F �ow34i -oaso e ��� C. pO KEYMAP ��' ®� H.S. MODERiVIZAT'IO�T SHEET 4 04"'"`Hi '� Renton School District No. 403 � � �. �' � �g 041 ����� �� � �' �4. � L�� X4,3 max �;;,:, ar; L btt� 1= 144.5 C4. ltP[RES Ol /Y3/3WY �CAivLVEO OCT 4 2000 C p ; w _2d'}� -ate � � z�'r2s°1 ���,.,{y� w�