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3 1FS17NG DETAIL FINAL COVN£C770N DETAIL
�.--i8 4FT
i ��
� T NOTES LINE_ f— ZE NOTES
1
CUT -IN (BY CITY FARCES) AFTER ALL TES77NG CLEANING BY POL YdQ
i 7EE (R-WZ) W/CGWC. BLOCK 1 AND DISINFEC7IAN, REMOVE 7EMP. BLOCK &
2- GA IF VALVES (RmM✓) BLOW -OFF & CONNECT IWTH SLEEVE (M✓) &
2- 561YD SLEEVES (MJ) OR RO-MAC COUPLINGS - D.I.SPOCKS
1- ADAPTER (FZxMJ) FINAL CONNEC7TON BY CITY FORCES
1- PLUG (M✓) W/2' TAP & 7EMP. BLOW -OFF
7EMP. BLOCK I
`— EAIS77NG WATER LINE
NOTE
CO TRACTOR SHALL POTHOLE AND VERIFY THE HORIZOVTAL
AND WER77CAL AL/GNMENT OF EXISTING LINE OR S7U8 AND
SHALL START LAYING IXF NEW LINE AT THE SAME
HORIZONTAL AND VERTICAL AL10M£NT OF- THE EXlST7NG STUB.
CITY FORCES wu PERF" CONNECTION fRom THE NEW LINE
TO THE EXlS17NG SR/B W7H D./. SLEEK AND D.T. SPOOL.
CITY OF REN TON STANDARD PLAN NO. BRX4
WA TER CONNECT/ON DETAIL
2 VAL VES CUT-/lV /NSTALLA T/ON
NO SCALE
FINISHED GRADE ELEVATION
TEMPORARY 2' GAL VANIZ£D PIPE
AND 2' GATF VAL W
INSTALL 2' PLUG ON ROP BLIND FLANGE
AFIFR REMOVAL OF POL YPIG
3FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4FT MIN. COVER (12-/NOYl DIAMETER AND OVER)
NEW WA 7Z7? MAIN Pa YR/G
A
VERTICAL CROSS FOR Pa YGIGGNG STA77ON
SIZE OF WR77CAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VE77CAL CROSS (M✓xFZ)
ONE BLIND FLANGE ON TOP OF CROSS WhY 2" TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF AS"& Y AND INSTALL 2' PLUG AF7ER REMOVAL OF" CLEAN/NG "Pa Y-GIG
ONE BLIND FLANGE OV B077O1/ OF CROSS
ONE PLUG (M✓) X END OF CROSS
C0NCWE7F BLOCW/NG
ALL DEBRIS AND Pa YPIGS SHALL BE REMOVED FROM SUMP OF PER77CAL CROSS BEFORE
0/S7NFEC710N OF NEW WA7ER MAIN
CITY OF RENTON STANDARD PLAN NO. BRX5
WA TER POL YP/GG/NG STA T/ON
VERTICAL CROSS FOR POL WIGGING
NO SCALE
SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
STA 47+10.1 26' RT.
CONNECT TO EXISTING 8" C.l. WATER MAIN
(CUT /N BY CITY FORCES)
1-R xR" 7FF ,1Y.JxFl )
INTERSECTION
STA 50+00. 00 (ME. 4TH ST.)=
STA 0+00.00 (DUVALL AVE. N.E.)
N 1810001.98
E IJIJ334.84
646.42' 571'
SH£E7 C6 31) SHEET C6.31) 1-12 X6
1-6 GATE VALVE (FLxM✓)
(......... u 5LF 6" D.I.
BLOC. 1- 114" MVO FH ASSY EX. F.
5 H.
I . _ NFi�rar = gn W/ RI nCIY/NG PROPERTY CORNFR
FIND 3" SURFACE DISC
KING COUNTY SURVEY MON
STAMPED 10-15
10 ON 7/01/02
NO TE.-
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY
VER7ICAL AND HORIZONTAL L OCA 110NS AND
EZEVAT/ONS OF ALL EX/SUNG UTILl11ES /N N.E.
4TH ST. AND DUVALL AVE N.E. PRIOR TO
INSTALLA 110N OF NEW WATER MAIN CROSSING.
CONTRACTOR SHALL CONTACT THE ENGINEER /F
VER7ICAL BENDS ARE REQUIRED FOR CROSSING,
OR If NEW 8" WATER LINE IWLL HAVE LESS THAN
THE REQUIRED MINIMUM OF .3 FOOT OF CORER (4
FEET FOR 12" WA TER LINES). - ENGINEER SHALL
SUBMI T AL TERNA TE DESIGN TO CITY FOR REWEW
`-4" D.D.C. V.A. (SEE DETAIL, SHEET C6.31) 3f4'.W47FR
POST INDICATOR SERVICE & METER `` 3 1
VA[ VE STA 6+74
1 1/1" WA 1-8 X6" TEE (FL)
(SEE DETA/L, BLDG N STA 6+83 4 1"
" SHEET C6 31) 1 8" 22 1 2' BEND MJ 5 1 "
SERKOF & METER &DG. 1-6 GATE VALVE (FLXMJ) HEIGHT =' 16Q ( )
(SEE DETAIL, SHEET C6.31) HEIGHT = 21' 22LF 6" D.I.J W/ BLOCKING 6 1 "
1- 5 1 /Q" jVVO F14 A SS'F)Vg1 Y 7 1 " �