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Home My WebLink AboutW-420204O N� POINT OF CONN TO EXIST WATERMAIN, N SEE 2 IIi C-8 2 L m a� U) O EXIST 8" DIP E Q U U) O FIELD LOCATE AND DEMO EXIST LOWER VERTICAL UBEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.50 BEND (RJ) W / CONC THRUST BLOCK, SEE NOTE 3 1 C-9 USE MEGALUG SERIES 1100 MJ RESTRAINT OR EQUAL 8" DIP RJ-SPIGOT X PE PIPE BETWEEN FITTINGS, LENGTH AS REQ'D FOR ELEV DIFFERENCE BETWEEN EXISTING PIPE AND PIPE GOING THRU ABUTMENT. — PIPE SUPPORT 0 U. FACE OF CONC CL ABUTMENT ABUTMENT PILE ±6' TO 8' 5'-3" 3'-0" 11" FINISH GRADE 1'-011± EXISTING GRADE 4 LF 8" DIP, FL X FL --\ -------------------------------- 8"0 DIP RJ-SPIGOT x TR-FLEX o RJ-SPIGOT LENGTH AS REQ'D RJ x FL ADAPTER cn SEE NOTE 3 O O -7— Oo O FL CONN BETWEEN DIP AND FLEX -TEND FORCE BALANCEDU� FLEX TEND EXPANSION JOINT (FL x FL) BEGIN PRE -INSULATED PIPE FOR BRIDGE AT FLANGE OF O BURIED FLEX -TEND, SEE NOTE 4. O O O DO INSULATION NOT SHOWN. O FIELD LOCATE AND DEMO EXIST UPPER VERTICAL BEND & CONC THRUST BLOCK. SEAL ANULAR SPACE PROVIDE REPLACEMENT VERTICAL DI 22 5° ±15' END OF RJ PIPE BELL - ff - - - - IF - - - - IPF - - - - - - - ]r 8" DIP FL x FL LENGTH 8" DI 11.250 BEND, FL x FL 8" DIP FL x RJ SPIGOT AS REQ'D FOR VERT & (ROLL FITTING TO MEET HORIZ OFFSET REQ'D VERT & HORIZ OFFSET) ----�----------- 8" FORCE BALANCED FLEX -TEND EXPANSION JOINT (FL x FL), W/ ONE END ROTATED AS REQ'D FOR HORIZ & VET OFFSET PIPE RESTRAINT ANCHOR, SEE DRAWING S-14 FOR DETAILS BEND (RJ) W / CONC THRUST BLOCK, SEE 2 BETWEEN HOLE THRU 18" DIA. HOLE FOR PENETRATION ABUTMENT AND EXTERIOR ' SEE STRUCTURAL FOR DETAILS C-9 PIPE JACKET, SEE NOTE 2, TYP A SECTION - NORTH FLEXIBLE EXPANSION JOINT C-7 SCALE: 1 0 1 2 3/4" = 1'-0" MENEMEd scale feet CL ABUTMENT FACE OF CONC PILE ABUTMENT ±15' 11" 3'-0" 5'-3" 1'-0"± /--- 4 LF 8" DIP, FL X FL STEEL EXTERIOR GIRDER ±6' TO 8' FINISH GRADE EXISTING GRADE --\ 6"+ 1'-10" TYP PIPE SUPPORT L0 N o Qo � U � O W PIPE INSULATION, TYP ALL ] C\1 EXPOSED PIPE & FITTINGS O O PIPE SUPPORT WELDED TO CHANNEL CI (RESTRAINED LATERALLY & VERTICALLY N W/ PTFE SLIDE PAD TO ALLOW AXIAL a MOVEMENT), SEE NOTE 1. ------ —------- ------ — CD 8" DIP FL x FL LENGTH �' FL CONN BETWEEN �— AS REQ'D FOR VERT & DIP AND FLEX -TEND o o HORIZ OFFSET 9 SEE NOTE 3 rn TR-FLEX 8"0 DIP RJ-SPIGOT x o - - -� - _ F00 � RJ-SPIGOT LENGTH AS REQ'D RJ x FL ADAPTER -------------------------------- W— a) 0 _J 8" DIP FL x RJ BELL 8" DI 11.250 BEND FL x FL (ROLL FITTING TO STEEL O O PIPE INSULATION, TYP ALL MEET REQ'D VERT & HORIZ OFFSET EXTERIOR 8" FORCE BALANCED ' > EXPOSED PIPE & FITTINGS BETWEEN PIPE LOCATION ON BRIDGE AND GIRDER FLEX -TEND EXPANSION FORCE BALANCED m PIPE PENETRATION THRU CONC ABUTMENT) JOINT (FL x FL), W/ONE FLEX TEND EXPANSION NOTES: END ROTATED AS REQ'D JOINT (FL x FL) FOR HORIZ &VET OFFSET O LO 1. PROVIDE PIPE SUPPORTS AND SUPPORTING CHANNELS ON BRIDGE. LOCATE BEHIND EACH OO BEGIN PRE -INSULATED PIPE PIPE BELL AS SHOWN, WITH SPACING NO GREATER THAN 20' OC. PIPE SUPPORTS SHALL NOT O FOR BRIDGE AT FLANGE OF a- BE LOCATED ON SPIGOT END OF PIPE. PIPE SUPPORTS TO PROVIDE LATERAL AND VERTICAL PIPE RESTRAINT ANCHOR, D \ j/\j/\j/\j/\j /\jam\� BURIED FLEX -TEND, SEE NOTE 4. FIELD LOCATE AND DEMO EXIST UPPER SEE DRAWING S-14 FOR DETAILS OO \ \ \ \ \ \ \ 3: RESTRAINT OF PIPE AND SHALL HAVE PTFE SLIDE PAD TO ALLOW AXIAL MOVEMENT. PIPE OO /� \//\//\//\//\//\ �INSULATION NOT SHOWN. VERTICAL BEND & CONC THRUST BLOCK. /� O /� '\\�O/i��//�\��\ PROVIDE REPLACEMENT VERTICAL DI 22.5° SUPPORT SHALL BE PIPE SHIELDS MODEL B4200 OR APPROVED EQUAL, MODIFIED TO FIT A BEND (RJ) W / CONC THRUST, SEE 2 (.0 PRE -INSULATED DIP HAVING OD OF 14.1" AND THE PIPE SUPPORT SUPPLIED 24 GAGE SHEET 18 DIA. HOLE FOR PENETRATION SEAL ANULAR SPACE z METAL JACKET. DO NOT USE THE PIPE SUPPORT SUPPLIED INSULATION. WELD BASE OF SEE STRUCTURAL FOR DETAILS BETWEEN HOLE THRU C-9 co SUPPORT TO STRUCTURAL CHANNEL. SEE DRAWING S-13 FOR DETAILS. ABUTMENT AND EXTERIOR PIPE JACKET, SEE NOTE 2, TYP 2. PROVIDE MODULAR LINKSEAL NEAR OUTSIDE EDGE OF PIPE PENETRATION TO SEAL ANNULAR 8" DIP RJ-SPIGOT X PE PIPE BETWEEN SPACE BETWEEN PRE -INSULATED PIPE HAVING O.D. OF 14.1 INCHES AND 18 DIA HOLE SECTION -SOUTH FLEXIBLE EXPANSION JOINT FITTINGS, LENGTH AS REQ'D FOR ELEV THROUGH ABUTMENT. SEAL ELEMENT SHALL BE EPDM (BLACK), COMPOSITE PRESSURE B PLATES, AND 316 STAINLESS STEEL BOLTS AND NUTS. TEMPERATURE RANGE -40 F TO +205 F. C-7 SCALE: 1 0 1 2 DIFFERENCE BETWEEN EXISTING PIPE Q LINKSEAL MODULAR SEAL MODEL LS-360-S-316 FOR 18" DIA CAST CONCRETE HOLE OR 3/4" = 1'-0" mmommll AND PIPE GOING THRU ABUTMENT. — M APPROVED EQUAL. PROVIDE V-0" (MIN) LONG 24 GAGE SHEET METAL JACKET AROUND scale feet 00 ENTIRE PIPE AT LOCATION OF LINKSEAL, AND INSTALL LINKSEAL WITH CARE TO AVOID 4. ALL PIPING ON BRIDGE AND THROUGH ABUTMENT TO FLANGE OF BURIED FLEX -TEND ON 6. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A N DAMAGING THE INSULATION JACKET THAT COULD CAUSE MOISTURE INTO THE INSULATION. EACH SIDE OF BRIDGE SHALL BE PRE -INSULATED DUCTILE IRON PIPE WITH EITHER TR-FLEX WEDGE -TYPE RETAINER GLAND FOUAL TO MFGALUG SERIES 1100. N 3. POT -HOLE EACH WATER PIPE CONNECTION LOCATION TO CONFIRM LOCATION AND DEPTH RESTRAINED JOINTS OR FLANGE JOINTS AS SHOWN. U OF EXISTING PIPE AT LOWER 22.5 DEG BEND PRIOR TO DEMOLITION (CONNECTION 5. ALL BURIED DUCTILE IRON PIPE AND BURIED FLEX TEND SHALL BE WRAPPED WITH o� LOCATION). POLYETHYLENE ENCASEMENT (POLYWRAP) IAW AWWA C105. LO RECORD DRAWING WWAs�� 1 UPDATED PER CIVIL APPLICATION PERMIT GDN 3/22/22 GDN SURVEYED: SCALE: WSP USA Inc. c� 2 RECORD DRAWING GDN 0/26/2 GDN DESIGNED: 1 » 20' CITY OF THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED C> o IN PART ON INFORMATION PROVIDED BY OTHERS. 33301 9th Avenue South GDN Suite 300 DRAWN: CHANGES SHOWN HAVE BEEN PROVIDED BY THE RENTON � Federal Way WA 98003-2600 ,/ AHK ONE INCH > CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE TEL: (206) SCALE 431-2300 �' ? 50226 0 �� CHECKED: ' Off, FR� � '� AT FULL cocn LICENSED ENGINEER OR LANDSCAPE ARCHITECT. FAX: 206 CtsTEJJV 431-2250 �� ti IF NOT ONE INCH in SstONAl- F�� 60°� NO. REVISION BY DATE APPR APPROVED: GDN SCALE ACCORDINGLY J EXIST 8" DIP — POINT OF CONN TO EXIST WATERMAIN, SEE 2 C-8 — FIELD LOCATE AND DEMO EXIST LOWER VERTICAL BEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.50 BEND (RJ) W / CONC THRUST BLOCK, SEE NOTE 3 & 1 USE MEGALUG SERIES 1100 C 9 MJ RESTRAINT OR EQUAL W-420204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS GENE COULON MEMORIAL BEACH PARK TRESTLE BRIDGE REPLACEMENT DETAILS - WATER UTILITIES SHEET 3 10/26/23 FIELDBOOK: FB PAGE` PAGE DRAWING NO: C-10 SHEET. rJ OF. 1 45 J C'7 C'7 O O O T