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Home My WebLink AboutzS-2852Seta 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� SECTION 1, TWF 23 N, RGE 5 E, W.M. �- o k MA ra LME - SEE %E Er C43 UTIL X -ING T NEW F-' m CONTROL DIAGRAM I EX E FC'SL' - UNKNOWN as S. A I RPO T WkY iZ s� � I - irAE ,r:�iwss I:Y I j'• i SURFACE CLEANOUT WYE CIL SEE MECH'L PLANS Z { FOR CONTINUATION OF SANITARY SEWER ~ 062 056C �- o Ewzo •.• .x = j _ axe1= SOUTH TOB I N STREET I I wi zv •+e^" NL< �iesx" Y: 'fex \e,� 8 - 8 xei :zr•,�o x -R __- _,eoa.>a �.°o'ic) 1 I RENTON HIGH SCHOOL o q Gt 3 ,s.so• za• ,ER wo sEeu �y1 xe> n•,o•,r '# I i- -� /1 Wy it g EASetmAAreesoez,°seo l: e; l`i +s' NT uo scecrt ` . 1 �j UTIL X -ING + . ICI ,i' M1�h 11ph EASEMENT Ai!>� °]O1 °x! \ M1 ar'01•E >a;W' e ®? s.sA• c) ai've° aa'srE f 9 NEW 6 5$ IE =31KNO s 7 1 IX 6" SD IE= UNKNOWN IX RAMAW y p,l " • ` ; - t r I I NEW WATER AND FlRE SERVICES rs 1 ° TO BE INSTALLED IN PHASE L --, f �I- __ •,w.o rw+ I `---x- : ;.3 1 { - I SEE ARCH•L PHASING PLANS. we Ix sur l" SEE SHEET C4.3 FOR SANTARY e g { Q® �zo °ae ao•(e,) 1 t I CLEANOUT WYE SIDE SEWER NOTES. SURFACE CLE ma.sz•( ` e' y �s 1 I SEE MECH'L PLANS O 26 LF 4' DI WATER �. I N I 1 i i I FOR CONTINUATION OF 15 LF 6" DI FIRE Z SANITARY SEWER IE= 31.29 I .y c 6' CLEANOUT WYE FF°39.2Dt ZN 4� "tee ....,•n ro I � W/ S BEND k PLUG ,v I aera.eex _ Rr i_ ^I. Y < ( j* r`>x (.. 1 C <•' ini,.es•' - - "s� I j f' 3 - i 15 UTILRY EASEMENT R �1�- 1 OWNER TO PROVIDE SEE MLCN'L PLANS FOR rua.rP . { CONTINUATION OF 4' o azvs•e•2 xee +r srn aza.m•En U+°, oa'" 'rl €& J I I,. „.`:.�h„�:,b`" _ I DOMESNC WATER SERVICE - +, !e'(r> Eouo ,AQI !!r „_s,•r w.+s• j $ f £r auo m,c. EAe i ww �� _ r'A�+T"dAW- - - �dS'ifrr- r --•4' -•t"- r'ii f. sz, °N' I" ° r° ,, , aRer+a 1 r I SEE MECH L PLANS m EE:yryAn Ix I ww.n (eal • e°uo run, Taro r°uo wAn ,,;y °uo rxz• is 9 r aa- I o " L;� v • I. Maw,". iak`. " I CS„.' "xCOE , �" T_ _ �;3@Er`E�` •abr, I �'Y �' I FOR CONTINUATION OF %e+ r �� Ix usE' s "� �} �..,: .�a�3-`' 6" FIRE SERVICE \ ' j s S. 2ND STREET H :: SURFACE CLEANOUT WYE SURFACE CLEANOUT WYE 3 44•"`r"- SEE MECH'L PUNS SEE MECH'L PLANS E €� W I FOR CONTINUATON OF (1) 6" 90 BEND MJ t(D r' j FOR CONTINUATION OF Y)/ THRUST BLOCKING Na 1 I SANITARY SEWER SANTIARf SEWER (1) 4 45' BEND (MJ) (� F�•q w o_ t z,r { - I 1 .1E3.,J�:��' :: - IE': 3499 \ W/ THRUST BLOCKING �S., w ss. f ix ds 2�E UTIL X -ING An .3`- a { - I - STA 8+11.2 0 82 Rr NEW 4 WATER 24; 5 ,�,�- "'` Ei` I r- RIM= �" EX 4" SD IE= UNKR IE =23.8 8. - 14 :, .. i ..�.�- .•..v -� Y =.. ... -._. .i ... _ - -. -" .- �• ��. �; 'NEW 4.;W. '�IE � _0 R1u =32.36 STA 1a+ ilaD AIM I t 1 i cur -ry s'Xs' TEE �w a 6u 0 SAND t ,: 1 . • ' ; �3; 6` GATE VALVES (FLxMJ) -. - - - -:.. Vk r1 {, .t;�• + 07.4 OFFSET (83' RT. SASSY ! (1) 6>t8 _ / - W/ THRUST BLOCKING ' rl CONSTRUCT NEW SSMH OVER IX 18 -� 6 -�+ � � '• SW911: SEWER IN PHASE I. W/� y (1) 6- 45' BEND (I:W) ML X -ING UTIL X -ING UTIL X -ING p1 SEE ARCH'L PHASING PLANS. I 2� IR / / W/ THRUST BLOCKING NEW 8 SS IE =22.76 NEW 8 SS IE =23.11 NEW 8 55 IE =25.04 UTIL X RING IE= 20.471 18" N, S ; I ry'Y r / / NEW ' SD 1E= 29:45- NEW 8' SO IE -30.03 N 1Y..6" W -IE= ?8.75 NEW. 6.'WATER IE= 28.751 o )' IE= 20.47± 8" E ;NEW 12I SD IE= 30.25 1` T2 ( LU UTIL X -ING LOWER 6" WATER TO F oz y ti93' I , NEW 6 WATER IE =29.90 PROVIDO 12" MIN CLEAR. ,, I 185 LF 6" DI FIRE = UNKNOWN ?'8 s4. Q F4 ! ; • �,.:• ; 1 - i - -� i _ RI i 1 - - - WALK E'31,0 - _ CONC. WAY I ^. H 6 rn Fmk J 6 wNC. s Fl"" .)7 OF ARE LS P.IM= 37:41. IS - )X L5 N89" 1'07"W a IE =29.21 6.5 76 S• -. _ + r ^cc L ;� - Ss _- IIM20.550� Mx , ^i -- I .__. -_ -CABLE ABANDONED IE Ig °55 MH +R "Cr , - -.. •' - _ - - -.. / / / .. - m RIM -32.1a Wv •1Y+4f0 -' E 25.19 DROP - _. ;._iDwO _ : -.:_- _> -_ - __. _ .� _. -_ --: d - LUS.WESI:.... 29,635M'.,.. MH RIM =33. - -_ .._ 'i.�.� _. - i.�, " L � •.. W/ THRUST BLOCKING o+oD I TELEPtwNL , 1 ,, ,; • . - , '.Two TR Q WV / RI -32 60 Jl .94'(F) - STA 9 +16.4 OFFSET 47 RT.) - -_ -- RS : ci n FILLED WITH r6E."w .�cF �� I- a `SIAM "it 75 / (1) 9+ FIRE 4.6 HYDRANT ASSEMBLY INSTALL '6' D A;:tlt vru)f II �'p� RN 326s ' I/ o SEE DEPAIL DEBRIS _� A 7 +23.93 OFFSET (44.79' RT) IE =21.15 Nw PER CRY OF ENTON STD'S =2D 26 s SEE DETAIL 7 UTIL X -ING 2° METER AND 2' DCVA FOR , -- m �a NEW 6 WATER IE =29.90 IRRIGATION. SEE L'SCAPE PANS UIIL X -ING IX 4' SS IE= UNKNOWN NEW 8 SS IE -25.47 20 LF 2" IRRIGATION SERVICE NEW 8" SD IE =30.79 STA 7 +24.04 OFFSET (26.61' RT) EL X -ING P 2" WET TAP IX 4" WATER FOR NEW 8 SS =29. 70 5.88 - v IRRIGATION SERVICE NEW 4" W IE 29. - IMI X -ING APPROVED APPROVED NEEW W 8' SDTIE= 31.05 70 APPROVED APPROVED APPROVED I _401 ATE I F�� LOWER 4" WATER TO J PROVIDE 12" MIN CLEAR. z BY DATE _._ 13Y t�n-'•D C13� Ifss 1191011111446 DATE bpD BY QW "�Yw�tlDATE � F '�AT ��i� (1) 4' GATE VALVE (FLxMJ) 0 Call moot before you 161 COUGHLINPORTERLUNDEEN ®ig � 0 A CONSULTING STRV` rLI M AND CIVIL ENGINEERING CORPORATION 0 10 20 40 J A 217 PINE STREET - SURE 300 P: 2061343-0460 y SEATTLE, WA 99101 F- 2061343 -5691 wr�.a�•i�rt SCALE q /� 1- 800 -42� -5555 40 wwo. i'a �$tt SCALE Ir -`o' UNDERGROUND SERVICE (USA) ROLL # 168 FR Quo po KEYMAP RENTON H.S. MODERNIZATION I SHEET Renton School District No. 403 � j.3 C4. LMT C4.5 C4. P SCANNED OCT 4 2000 0-0 ; W - VI -2 s S -2 Pi-s n a Sim, ° I a C/-) V') CL Z CL O •J O ��jj F^Iy z W d oa t V1 °I m �z H o wz o o ® 0 m c 0 1 R d Li a o o � U Z a N 0 _Ln a, Dc SECTION 1$, TWP 23 N, RGE 5 E, W14. MAral-AVE - 3EE3�T C44 .t E r',: h, +d•Fx4f - - x- ,. ^'.5 r:t:; Mx'- :'d^��. t - - .3..�_ �: ^� a / _ f ` � 1 � ' j.�, �. •+}'i v:'Y�'�:Y"� "-j�� .5n �"S�'�'..�s.Y k � Y ,. — �G �.�' / I I . 7 � � fit, �.�. -w aµ� i,, ,r•�i �:za �� °'v'`��'' ?: i+ �4��' { / � �N �+ -� -- �,., 5 / SURFACE CLEANOUT WYEs SEE MECH'L PLANS ry ti e1a'. ^ k c. FOR CONTINUATION OF — SANITARY SEWER _ — -� s 4V �~ -> = 33-M er 6" CLEANOUT WYE ............. z ..yam W/ 45' BEND &PLUG ' i IF IE= 32.79 �a rN. / § �'a _q7 v a t- #Ta..F '.. , .sk '- i -fry _ Igvf I U NEW BUILDING PAC 1 _ - OWNER TO PROVIDE 4 15' Ut LItt EASEMENT NOTE: W/ 45' BEND \;t $ z 1 -ter i I SEE SHEET C4.3 FOR SANITARY IE= 31.19 SURFACE CLEANOUT WYE SIDE SEWER NOTES. 35 6" SSA 20xi*-'�°'`'� �- €e 1 SEE MECH'L PLANS w a FOR CONTINUATION OF 6" 4 BEND SANITARY SEWER IE= 31.50. 19 6" SS ®23.5% xr r 4 } �i� �� Y_ I \ SURFACE CLFANOUi WYE N sTz \ \` SEE MECH'L PLANS \ \ I Q FOR CONTINUATION Of SANITARY SEWER y� ✓ IE= 33.96 �) 196'SS027.7 3� � s _� 3 SURFACE CLEANOUT WYE r a ® SEE MECH'L PLANS \\ FOR CONTINUATION OF SANITARY SEWER IE= 34.00 0 a -6" SURFACE CLEANOUT WYE N j GRAS x -LNG EW 8 SS IE 26 I NEW 8" SO IE 31 3 - _ AIN \ \ 2 + s - s OCKMJ ) 13 LF C DI WATER I1 'GONG. WALKWAY T �;g \� y.�. -?.. _ « i5 WEST FIBER pPTIC 33.0 �, - 'W9b'- F ,f Pli RIM = 2 i`-- 7 _ — - CB \- - 2'3'6' _ —_ ._ ., m�� COMPOUND METER FOR DOMESTIC WATER SERVICE MH - -- - -' - -- _ — — /� p MH — �/ // / T / / - LS WEST TELEPHONE LINES' 'S P _ R 4 7I - — 2+00 M 400 g77 900IE 28CTR 51_ 5 - i 3W0 — N66'29'04'YI 1400 — 10 LF 4" DIDI WarE�- _- - 1851 Y 130.00'(R) IE 28.85CTR :,I MH =34.44 _ _ _.. _- - — -- 0'54 -1 261.99'(R) r ST4 695343 GF = 26N - EM29.41CTR / — 1 4 "x4" TEE (MJxI - �i; 4" GATE VALVE FIAMJ) BEGIN - - - -- - - -- — — -- W/ THRUST BLOCK - - SEE CONTROL DIAGRAM ON SHEET C4.5 TRENCH RESTORATION %ALL BE PER CURRENT CITY Of RENT TRENCH + RESTORATION AND STREET OVERLAY REQUIREMENTS - SEE DETAIL APPROVED APPROVED APPROVED I DAT(P6/M 13 604CIATE j6l7qtAd o 04"Ar �'FL 0 10 2D 40 wwAer� +�IPlt SCALE 1' -20' ROLL # 168 Call �y►oo� before you ®Zg. 1- 800 - 424 -5555 403 ~ UNDERGROUND SERVICE (USA) COU GHLIN9PORTER! UN®EEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION 217 PINE STREET. SUITE 300 P. 206/343 -0460 SEATTLE, WA 98101 F. 2061343 -5691 . : •. EftPiRFS 01 /zJ/10Q FR 0.1� KEYMAP RE+N'TON H.S. MODERNIZATION SHEET 1 Renton School District No. 403 m 1 C4.6 I � .3 C4. lJ l il.+l d 1 PLAN +.5 SCANNED OCT 4 2�p ^ w o'7