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HomeMy WebLinkAboutS-333019o �� ��09sa�c � \� a It // v ' J g J F' ZZ J Q cJ � � LOO w W ~ � W ���� m ~ �� ® � O Q (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE w ¢ i 5 � � B MIN � � m I v °_ 6 "x 4" RE000IIi ° a a /¢/'� V / _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 M _ a _ IF THE BUILDING SEWER SERVES aNY TIXNRE HAVING ¢ooD LEVEL RIMS LocATm e¢aw THE E¢vAnw of THE NETR UPSTREAM MANHq£ COVER OF THE PtIBUC 9 15 -4" SECTION A -A M C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED .. �� o � a N � E-I 3 �'� .a7 N � � � � � W LL �x W � --° �wpp� w ' C G � a XREF LIST - m � \ °1 wrl« 9,mm nortwPO ea m'ri.,,.m m�...�wa .wn " PLAN W «,,,M u =M�t`�°p� �,W � ^�,� � euiLDING ner me a en a ma �I --u-. �wEa �"rinip° � R1srAiunDN e. �pm+��N� oM g"��maa�� CALL FOR LOCATIONS BEFORE YOU. DIG oar LtscDle: 1 Resolved ry �� � 0 ¢ .lu., .e.�.el` W .6y o one emdrd yo-«: .w, 48HR LOCATORS 1 -800- 424 -5555 � §AI ��."' e� son >. A .gn mm . Nmned m g««dm...xA ne wa,r,ga� mmvm sgNer ona Neo uAa. (WSUU - a Ap amu, rwfo °wn t« M. enN. a u.�.fing a�e or w.�t«- z�irgNe tg me m «t a�L ama, r..lo�mlo .n �n.� -- TTLBLK RLSSEAL m° '- -- KSKSEAL C788T071 - _ - - -_ -_ am 4P � �� H «a.nm son ry v ay.me na y1 av,¢ u„r�0.tzmm em � 1NBTALGTiON PLAN �GPT) ®- 4[I Q8iR66 61e8n1 ®PL® Iffi O{S 1Y/9S �, �� ,t,O,�p�,Y Ty�y� •�""' L�DPT� @[ Q mll6tf � lfYmlID.pL10 16! D@ 1R/96 �� � �� DWG. NAMEBR35 SP PAGEB082 1017 g � Dw � DWG. NAME BR39 SP PAGE 8078 Io Aaaea notes Dcv Ac DWG. NAME: 04 2003 SP PAGE BW18B ��_ o Z�4 .� ® z z z - (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE w ¢ i 5 � � � m � B MIN � � m I v °_ 6 "x 4" RE000IIi ° �3 Ba s 83 �d _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 rco m m 3 m 0 °o U 'o i Z ,. O r N n I I lY n n a 0 �¢ O Z w lr ►: PORTION. OF GOVERNMENT LOT 1, .SEC. 32, T24N, RSE, W.M. 4" RENO A6 REQUIRED (NO MORE //�� AIL 90' NRNS SHALL RE THAN 46' BEND). EVERY 2ND 4" CLEANWT WYE 1MTH � ACCWAPDSHED BT MEANS CHANCE IN.OIRECnON OR GRADE 46' BEND AND PWG OF A WYE ANp 46' BEND. WILL REQUIRE A SURFACE w TWO 4S BENDS SHAH NOT CLEANOUT WYE. � BE ACCEPTABLE � Z) cl HOUSE HLU6E HOUSE HW6E 3 "MIN. I - a" 2MEFi PIPE a SURFACE ° (TYPICAL) 4' SEWER PIPE SEE NOTES 2 ANO 1 CI.EANOUi 4" TEST TEE WI1H MIWMUM UNE SIZE FOR OTHER THAN tYYE PLUG FACE UP SMGLE FAMILY 15 6° a" CIEANOUi Z PROPERTYLINE � _ 6' 0" FUTURE 6" BUILDING SEWER PIPE „t ' BUILDING SEWER I — ___ � 2'x 4" SNO SERVICE MARKER PAINT 7EE WITH 6" SIDE OU iLET � UPPER PORTION WHITEANS STENCIL ON � SIDE WORDING TSEWER" PATH 3" Hlgi � BLACK LETTERS: AND ,y6. WIRE WRAPPED A A 2' -0" CONCRETE CLASS 3000 �� (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE AROUND THE STUD AND E%TENDED TO THE � ToP DF THE STUD. a "� ':; B MIN � � m I v °_ 6 "x 4" RE000IIi ° 'HALF STANDARD APFRO%. 21F>yi[BS �1 I .�,� I9 " -- _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 TYPICAL BUILDING SEWER INSTALLATION PLAN - UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST � 12 "0 �- -8 "I � FIBER JOINT PACKING _ IF THE BUILDING SEWER SERVES aNY TIXNRE HAVING ¢ooD LEVEL RIMS LocATm e¢aw THE E¢vAnw of THE NETR UPSTREAM MANHq£ COVER OF THE PtIBUC IRONSADDLE SECURED'TO.SEWER MAIN: PATH 'STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE 8EW'ERS TO EXISTING MAIN. - VITRIFlED CLAY, PLAIN ANO REINFORCED CONCRETE, D1 PIPE AND - 15 -4" SECTION A -A _ a SEWER SYSTEM, A BACKFLDW PREVENnON DENCE 91CH AS CLEPN CHECK FXIp10ABLE BACKWATER VALVE OR n 9 MPROVED EWAL SHALL BE INSTAtLID. - - 4" SqL PIPE m OR EWAL TO FlT IXi EQIPL TD FlT 4" CARER CWIPDNG _ 4" CALDER CWPDNG ° °- n ¢ r° 9 'mme '- SURFA�CI.EANWT � ". C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED .. 45' (1 /6) BEND B B ...� n t:' - SURFACE CLEANOUT a xa^ wrE a °x 4".a' wrE a 4" PIPING a" PIPING 60° ALLOWABLE MAX. FOR: CAST IRON PIPE OR DUCTILE IRON PIPE w .., ai -i @ y,`.• PLAN _ BUILDWG DRAIN vA¢ uv nxo�Pw� FdT LOW HCUSE oN ¢ e y � w s".r4�REWCER NOTES: >� � 6".CWPLING TO FlT END 6" PIPE naw ouon a..�m,r ..�.9oo.mon. o wr...«P.,nm na..L a ¢� ° = REMDVr= z " :a" sTlm AND eA� ae PwG mn °¢ p M1mm y PuE n Bbe,e Depvann! � Wi ENO OR F]IISnNG 6" SEWER PIPE. MID m �i i 00� 1:3: S MIX R '(Y\ CONCRETE �P }� GCE oGK\N BLOCKING 7 �b .y5 / �� 0 �, \N / YNP,Y��GR� __GON_ 2 %'MIN SLOPE BY 7HE ENG VEER SPECIFIED 0�0 4,.. rte. _ 5 "U- -T ..;. $ t I 1 �' INSrALL eullDlNC SEWER croueuxcs, � m � Rwe� v r�m,lo-y� � e��p,.Ka a I II a RmucER. TEES AND ewos as REDUIRED. � c o. HORIZONTAL 6" SIDE OUTLET TEE } � t: � � 1" 2 h sFe sDE SEWER DETAL Dwc BR39, PROPERTW uNEI �� PAGE eD]a � (7 a tl. �L o � , �Ie a. o� � s^ wPINC TD.s' -D" grade Z� m BEYOND PROPERTY LINE -b �� aene s^ sDE auTlEr TES m I I SEE NOTE s gwETt MaN SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SECTION 8 -B CAST IRON RING AND COVER —� wrl« 9,mm nortwPO ea m'ri.,,.m m�...�wa .wn " PLAN W «,,,M u =M�t`�°p� �,W � ^�,� � euiLDING ner me a en a ma �I --u-. �wEa �"rinip° � R1srAiunDN e. �pm+��N� oM g"��maa�� CALL FOR LOCATIONS BEFORE YOU. DIG oar OF 7EE AT MAIN OVER 25 ELEVATION _: NL SAM MANNERL AS ',;:+' "_— I I MAIN SEWER JOINTS. �—§l .lu., .e.�.el` W .6y o one emdrd yo-«: .w, 48HR LOCATORS 1 -800- 424 -5555 � §AI ��."' e� son >. A .gn mm . Nmned m g««dm...xA ne wa,r,ga� mmvm sgNer ona Neo uAa. (WSUU - a Ap amu, rwfo °wn t« M. enN. a u.�.fing a�e or w.�t«- z�irgNe tg me m «t a�L ama, r..lo�mlo .n �n.� NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVA770N, WHICHEVER IS LOWER. E. 3 CROSS BEAM. AP7R,Ox. 6AS - e q,.w nrnedc u„ 9 « � � - TYFlCAL HOQDIDiG 9ENffit - 6W,BC « BROg .. wp �& �11E@ /�BOPERTY *Y�Y� \� '�" °/ Imum to root A« roeL . � p.Lm��aee 't'D HOII.DIING. COHNS(.•gGN - gP�YlpAim 9IDg �WgR IIiyperra�reEtH notes: 8 YNCH OR 8 INCH 1. ALL CLEANO Ul5 SHALL BE INLAND FOUNDRY CO. INC. No. 24]. 2 IN UNIMPROVED AREAS. POUR A 1' -0" THICK..2' -O' SQUARE CLEANGUT «a.nm son ry v ay.me na y1 av,¢ u„r�0.tzmm em � 1NBTALGTiON PLAN �GPT) ®- 4[I Q8iR66 61e8n1 ®PL® Iffi O{S 1Y/9S �, �� ,t,O,�p�,Y Ty�y� •�""' L�DPT� @[ Q mll6tf � lfYmlID.pL10 16! D@ 1R/96 CONCRETE, CLA55 3000, PAO AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE ARWND CLEANOUT RING ANO COVER AS REOUIREO BY STANDARD DETAIL DRAWING BR36. ADDP1,� A @! Q I�1lDEI '�* BS1l®i® PLN'!B I8i Dist 8076 a 0 .Revised notes JDH DMC DWG. NAMEBR35 SP PAGEB082 1017 g � Dw � DWG. NAME BR39 SP PAGE 8078 Io Aaaea notes Dcv Ac DWG. NAME: 04 2003 SP PAGE BW18B �Ro �U�� BLOCK 59" 29.5" 29.5" i ® ��LSl1H LV.5LLJUU�� L41V�0 7000 NE40TH AVE, D -d, VANCOWER WA 98661 SANITARY PIPE RUN THROUGH "ULTRABLOCK" WALL DETAIL � NTS PRIVATE STREET P2 C5.95 ROLE 2 07 U z � a m O � K o ¢� O W U d � O z � Z O � O � � is 09 L SSA � �F Ate! � ?� a4j a r a m x � �ECI T1ER�91$�v� 01 s`VIONAL E� nJ I EXPIRES: 1/15 09 N W (n J M w W �� z ,W^ V ' � � 0 V / CALL BEFORE YOU DIG 1- 800 - 424 -555 RECOMI��NDE FOR APPROVAL Incorporated VY�t�H�� LX �3�.L�� L9239 NE Points Drive, Suite 400 Xirkland, Washington 98033 FULL STANDARD APPROX. 9B20L85,. 'HALF STANDARD APFRO%. 21F>yi[BS ,BENCH ;AWR6}L 3dD0� I t� HALF BENCH. ApPROX. 1G6U1�ffi ,y.� Z }: }. - � r��e� �f � Lz u I.. ` I � .�' FULL FLAT TOP : - .HALF FLAT TOP f s_ �' ' k CN�RIBENCH : - "@ RAF p �N ENCN APPROX. 4?EHII.SS APPROX 21SDL85 f� ��� .I � VY" TRANSITION APPROX. BStXTL&S s � T! i CAP APNxOX. 216 €BS j �.., FLAT CAF TAPER aPPROX 21SOIB5 APPRtlX. 3500LaS �e 1J. '� f �.✓ FLAT TOP TRANS. � -! LEFT &RIGHT BENCH TRANSITION WEDGE APfRUx. 3ASCq,85 .. AIRRE1X. 395Dt85 /p APPROX. 260DLeS - � i. `Ix S z.s1 d,� ` 9 -CROSS BERM AvPaOx, &fi90tiG'' s E. 3 CROSS BEAM. AP7R,Ox. 6AS - e _- '`� -�-i s - �'X ' ALL BLOGK,S HAVE A SFVEiJ STRAN© iTFT3NG LOOP CAST IN THE M?C7DLE Of THE BLOC[i NflMLNA1 OLMENSIO!`dS $H()wN! AR£ " CONTAC`C ULTRA6L9+ =K, iNC_ ^DR AIiOI'iONAt. iNFOI!1A7 €OAT: 1- SOD -3?7 -3877 ..... , pvmw�Ultr block_rnrn �Ro �U�� BLOCK 59" 29.5" 29.5" i ® ��LSl1H LV.5LLJUU�� L41V�0 7000 NE40TH AVE, D -d, VANCOWER WA 98661 SANITARY PIPE RUN THROUGH "ULTRABLOCK" WALL DETAIL � NTS PRIVATE STREET P2 C5.95 ROLE 2 07 U z � a m O � K o ¢� O W U d � O z � Z O � O � � is 09 L SSA � �F Ate! � ?� a4j a r a m x � �ECI T1ER�91$�v� 01 s`VIONAL E� nJ I EXPIRES: 1/15 09 N W (n J M w W �� z ,W^ V ' � � 0 V / CALL BEFORE YOU DIG 1- 800 - 424 -555 RECOMI��NDE FOR APPROVAL Incorporated By: - Date: 3 o D L9239 NE Points Drive, Suite 400 Xirkland, Washington 98033 Phone: S425 022 -4446 By: ��x�Date: FAX: 1425; 827 -9577 Internet: WWW.Otak.COt,S By: Date: 30788.001.001.DS Project No. By: Date: C rJ , 9 Sheet No. Sheet of c0.5- 333019 ' R�9Na�2DOr _,. .� �