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F- F- z F- Y O O m Z 9 3 � a o / �� !/ /V V ^^I CL 0- • O LL H cn CD co �E-.o wow Z m 0 � '{II ' " rn w0 ` \\ �- i 11 II i II I N \ c- �z,.ss I I\\Xr�,_EX. SDCOI I EX. S MHIW \`\ �F7MH. II �� a II II I , --_- ---- (___ 3 iiaTI . CO II PAVEMENT PATCH BUILDING PROPOSE00 v SEE CITY OF RENTON N�F.F. II n 1 STANDARD DETAIL H033 IISANITARY SEWER .g 01 p.II CONNECT TO GRINDER PUN3 a \ \ WITH ALARM 1 i II I EXISTING 8" cli o ` ' ` _ a ��� " --- _ E DETAILS SHEET C6 Via' ? '' I I " i SANITARY SEWER 1 ___ Lij ..__ I IE=14.74 � Q � ,i1� `•. �,\\ �,`>,, ;,' / , Ii- ° O ° ; (SS 6R1N9£Q 24") , I I I PER CITY OF RENTON 3' 1 STANDARD v I i I PAVEMENT PATCH a 22.05 RIM-'11+06.20, .801 LT. I1 AR IE=13.00 SEE CITY OF RENTON STANDARD DETAIL H0331-1" WA �,MEE *,pop SSCo mo30 I t I `y Q`y :��.�. ._ zz _. I _ WEX.-SDCdIC, cv I I I I I 74, 3. m STA 10 °. \ / t \�\ `, I I ,I �IE ; I f w INSTALL c ` t 1-8 X10 VERTICAL CROSS MJXFL a a c � � � \ '�J -� �---- � ram-_ � ,c• cQ E. I III I w 1 I ( ) / \ .. � � 1 ' s' p S I I I zzsz o i O r C,� „ o i I SEE COR STD. DTL. B 114 i C 00 \ ` ,� \` ;� I CSC` \ a = ";; I I W ♦ l '\\ v EF� �� SD -1 i� ' - � cn z � / / �\ _ \ � � I � - i �' r ,. f I SHEET C6 / cn FORCE AI O \ - O \�, • \ I - - - ' I I 9 LF EX.,, SDI o� ; 3z • c� / z\ `:.� I ;.: - - - 67j tF EX. SD I I w v w / \\� `� _ _ I - I STA. 10+99.71, 17.69 RT. Jo w \ o ��.�� \,\\\ "( I I _ // EX. SDMH II 5 4 -- -- I -_ i N I �M \ I r `ti ' ;�° t ao' I i I INSTALL Q I o`\ \ \\ I // -� � .RIM 21,33 II _ I o " " m o o / ! \ \ `t, \\\ I I \\ -�, E ,16.58�, I I I 1-12 X10 TEE(FLXFL) w / '. \ `\S- i i I - o IZ \ Q /� `'` \\ ` :J I I l EX. H 1 1 2-12" GATE VALVES(FLXMJ) .. Q c� o� I \\\ ., `r` RIM .99 I I I I 1-10» GATE VALVE(FLXMJ) LJ IE 14 I 1 �2-12 SPOOL PIECES x C - -- - - - - - -- - - -9 ❑ LF1142.79 -- ---- ALTER -12" L.B. .B. SLEEVES �,-,j 2(6)_/4 SHACKLE �I RODS FROM u TI zz.77 I cn SLEEVE TO TEE 8 90• BQID( J) P1V 1 0 / ,\� \\� \ n• `� I / I 92 1 z w WITH CONCRETE BLOCKING \ �. `�+ \ r WITH B ING I I ( - o C � I I SEE COR STD. DTL. 6112, o Z W o / \ / / \` . �� \ ba I i 1 i /' 11 n ] I I ' 1 o a_ v' SHEET C6 cn o o < N f�`. -_ �/',\ \\\` - \ �, oy�\ I ' /1 1 i / 1 I I CO / - ` <\ l I - i Q _ A A \` `____-_____-------------- ---- ------ �i N I / / /`, `\,�•l\� \\\ij`r_ ` V'`\ I ' 1 I\ --- ----- --- M ----- --------- l\ ZO z < --- - ---- -- -____- . ' 14 7 III . 3 o \t, 1 \ ,,, --__ / / / / LF 1 Df WA R o X C / / / / / I / / / Sj�e' 10+9.80, 54.30' LT. I co z - --- ; N ( o\ / / 1 \ '\ \ , C'ti . C` / / / / INSTALL o I I \ \ / C / / I,{, / / 10" REDUCER MJ _ VC c can w_I E 1 I \ I STA. 10+99.78, 27.06 LT. o 00 ` '``� \ C I X 000I o EX . \SDM\H \ \ \ \ \\ 1 rrI r ti II;II 1-10 X6 TEE(MJXFL) FIRE HYDRANT ASSEMBLYC RIM 22.13 WITH CONCRETE BLOCKING Qa C "IE18.0 STA. 10+99.81 4850LTCOR STD. DTL. 6102Q FRELTILI v3'Q --_ SEE SHEET C6 � d_ wTf 16 GRADE CROSSING SEE �,OR STD. \QTL. B106\, m 6 SEE S�T Ca w8 160447EASEMENT REC. N oo Q az I _ _ I N (0-00 `LL \-- - - - - -- - --=> EX. FH Ln o o / 1 _ (TEST CONNECTOR) { �_. _. _ _� �� - �-- �------- ---- S012110W 115.02 oo 00 _ J C� 1 I o �NI 1 - - w 1, �00 �O�I / - �, - W 00 \, 00co o zQ �I r� \\`gym 0= ' r` oc 00 04 z : 11-1-- -- -- zQ r; . ` F - - - - - O w o � Oj STA. 10+99.7, 5.50' LT. Q3 STA. 11 +17.8, 16.7' LT. O5 STA. 11 +26.9, 123.8' LT. Q7 STA. 12+42.1, 16.5' LT. En BOTTOM PROP. 10 W BOTTOM PROP. 2 SSFM BOTTOM PROP. 8 W BOTTOM PROP. 8 WS-342 2 o Q Q EL.=19.17 EL.=19.82 EL.=18.41 EL.=18.83 w CLEARANCE=3.8' CLEARANCE=2.0' CLEARANCE=1.0' CLEARANCE=1 0' CD 103 CIE L`- z � TOP EX. 8" SS TOP EX. 60" SD TOP EX. 12" SD TOP EX. 60" SD EASEMENT NOTE• NOTE: ~ � w w z W EL. =15.37 EL. =17.82 EL.=17.41 EL.=17.83 CL 1. EXISTING EASEMENT AGREEMENT 2 O m o �2 STA. 10+99.8, 16.7 LT. ®STA. 11+17.8, 86.1 LT. ©STA. 12+42.1, 4.8 LT. EFFECTS SITE PER REC. NO 2011 0611002519 ®STA. 12+42.1, 23.3 LT. 1. ANY GRAVITY FED SYSTEM DIRECTLY CONNECTED TO CITY OF RENTON SEWER SYSTEM REQUIRES A BACKFLOW DEVICE 0 BOTTOM TOP PROP. 10" W BOTTOM, PROP. 2" SSFM BOTTOM PROP. 8" W BOTTOM PROP. 2" SSFM FOR ANY FINISH FLOOR LOWER THAN 25'. :...`"" GAS PIPELINE MARKER' I 0 0 0 I z 0 I o U I 00 I r w I t CITY OF RENTON N PQ SAD ��PARTMENT OF PUBLIC WORKS ''- °E w Sy/ AS -BUILT WATER AND SANITARY p z Z SEWER PLAN z ei o o EL.=19.17 CLEARANCE=1.39' EL.=19.82 EL.=19.13 EL.=19.82 CLEARANCE=2.0' CLEARANCE=3.42' CLEARANCE=2.0' 0" SD EL. 0" SD SD 0" SD U- o 1 78 EL. 1 82 7112" EL. 1EX. EL. 1 82 PER AS -BUILT REVISIONS 11-12-2008 ,- M N z i ,p 24661 J'SIONA L ECG\ 1i 1 Us n U ytp 2 5' G`T�HO ENG�N��Q, m DESIGNED MCG B DATE 7/15/07 7 -_ FILE pip• - O DRAWN MCG SCALE AS SHOWN FIELD BOOK PAGE CHECKED AS APPROVED ,p �/ DIRECTOOR�OFF�PUBLIC WORKS (r� SHEET_C4 OF 6 /W U ry �