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HomeMy WebLinkAboutS-218801EX. SS MH RIM= 264.14 IE= 249.03 (8" PVC E ' r-4v E=20 .03 5' S) 'PV CONTRA CTOR TO FIELD (V LOCATE EX. 6" C.I. PIPE AND DEACTIVATE. r- 6, C.I.STALL: 6" C.I. TAPPING TEE w 6" TAPPING GATE VALVE CONC. THRUST BLOCKING-,,Z D.I. AS REQUIRED C.I. (TJ) i WATERMAIN 0157 .F. O.I.P. (PE) 4" REDUCER (MJXMJ) 0155 TO SOUTH T IC. THRUST BLKG. EX 10' SVIRARY _ + EASEMENT s OD' 20 L IE =2 W J W II II VCEMAI iN `VEAK + ' C,w 383.96'. - I• STA. 11 +52. ® 27 L.F. 3' C900 BLUEBRUTE OR 01 P. (SANITARY SEWER. FORCEMAIN) Q I 1.a SANITARY SEWER PLAN AND PROFILE PORTION OF THE NE 1/4 SEC. 8, TWN. 23 N., RGE. 5 E., W.M. JCATE BLOW OFF STA 13 +33, 22.5' LEFL KING COUNTY, WASHINGTON TER BOX 1.5' INSTALL HIND BACK OF a PLUG (MI W 0131 TO W) 0145 EWALK PERMANENT 2" BLOW OFF TO W) ASSY. LOCATE AS SHOWN .506.1R, GONG. THRUST BLOCKING " GRA RY PVC 0 2% -- 7 N 8 TRACT''A' 2o.00• 9'23'27" W m q : 2 + FACY,7hE8 � �. \ `� SIDE SEWER G w II N W SLABS 238 LF 3" C900 BLUEBRUTE \= D.I.P. (SANITARY SEWER - -1_ FORCEMAIN),. 3 saoeezrw e. _ - -— - -�- - - -� ttPICAL�y A, CONCu THRUSY BLOCKING DOUBLE r°A, WATER METER S ' EX 6 �0 0 I :0) / Q� Q "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATLEY / // /�// RREEF�LLEECCTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 Lf�� Engineering A P1O...yi g Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SE­ BEET SOUTH SUM 200 (206) e f) ® 21 b2) APPROVED BY DATE APPROVED BY DATE Lu 5 aw ~ �LL g 00 Wc oz Q Ill a 3 9 Z � n W L 2182 Z _ a 10 QaN as3W JmIJlZ Uz�2 CID Q I.I.I (L N ri) O DO DO LL N W N LL S� N Q N �i U) U) (� D H DO Y 0 0 U Jy sb�� 2 Q i V 8 5J� b8 , GDN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIDNED DATE FILE NO. DRAWN CHECKED SCALE 1" 40' FIELD BOOK PAl AFPROVED SHEET 6 OF 8 O Z m O ll.l U 6 C.I. (TJ) i WATERMAIN I +� _ + + N W W II II `VEAK ' S 00'28'25".W 383.96'. I• STA. 11 +52. ® 27 L.F. 3' C900 BLUEBRUTE OR 01 P. (SANITARY SEWER. FORCEMAIN) CONC. THRUST BLOCKING SEE SEWER ' 0161 PUMP STATION DESIGN BY OTHERS / 1 0160 O NOTEN � OFFSETS FOR SANITARY SEWER STUBOUTS SHALL BE MEASURED FROM CENTERUNE 1 OF SANITARY SEWER MAINLINE 0 MINIMUM FINISH FLOOR SHALL BE DETERMINED BY ADDING 4' -C" TO EACH SANITARY SEWER STUBOUT. I EX, MH I. /. RIM 2 RIM2 26.08 IE= 22fi.08 (8" PVC EW) , � 280 C .. :.: :.: ..... )j� ,.: .... . .. : 245 \.., ... .._ ... .:.. ,.., ..,. MH 2.,. STA 10 +80,' 8 RT ': RIM 240 X2{5 -}�_6S 4 \\ . .:: ._ I.E. B" OUT (Si.) �, \ ..: , , .:. .. ... ... 2244:7& .. \ 300 235 : Xref JI PRF :: \ -' 6 (.F, . 8'P� Sy. 236 ,3" 'SEWER'FORCEMAIN ER FOR 230 C900 BLUEBRUTE :. OR CLASS 50 D.I P.: -, :.,10+00 .:..; _..11+00 12f00 :... .:.: 1af00 .',, ..:: 14+00.:.: ::. .154w MONTEREY AVE. NE MH ; STA 1� +4 RT235.51 PROFILE VIEW PUM STATION MH II -7T p� A \ RIM= &968' SCALE 1' =40' HORIZ 1 E: -2234 (8" IN N.) " RIM423&21- 235.814E 1.E _ -226.9E (8" IN E:) �/ �_ 4 1 =5' VERT 227.4 IE: - 22F2 -N (8 OUT W.) 227.1 .226.9 SEE DETAIL SHEET BY OTHERS �'ff_�® •Owe G I.E: 227.1 C' STUB TO LOT 6) 19 L.F. B" PVC 0 1.32% 227.5 I :0) / Q� Q "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATLEY / // /�// RREEF�LLEECCTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 Lf�� Engineering A P1O...yi g Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SE­ BEET SOUTH SUM 200 (206) e f) ® 21 b2) APPROVED BY DATE APPROVED BY DATE Lu 5 aw ~ �LL g 00 Wc oz Q Ill a 3 9 Z � n W L 2182 Z _ a 10 QaN as3W JmIJlZ Uz�2 CID Q I.I.I (L N ri) O DO DO LL N W N LL S� N Q N �i U) U) (� D H DO Y 0 0 U Jy sb�� 2 Q i V 8 5J� b8 , GDN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIDNED DATE FILE NO. DRAWN CHECKED SCALE 1" 40' FIELD BOOK PAl AFPROVED SHEET 6 OF 8 O Z m O ll.l U 6