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INSTALL WIRES IN I" PVC CONDUIT (TYP) __ 4. 0' C
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GALVANIC --------------
GALVANIC .8' C
ANODE
6 \
ANODE �� GALVANIC T7
ANODE
STA 25+ 15, 15' RT
„ 66" STEEL I „
12 INSULATED FLEXABLE COUPLING CRPL #3 DEFLECT 12 DIP WATER STA 26+10, 15' RT
RT
TEST STATION — TYPE F1 STA 25+54, 15 RT DOWN 9" PER 20' TO 12" INSULATED FLEXABLE COUPLING STA 2G ANfJ, C N
LOCATE TEST BOX AT CURB AFTER SATISFACTORY RESULT OF BACT CLEAR FIBER OPTICS TESTING AND CONNECTION
BEGIN JOINT BONDING TO SAMPLE, REMOVE TEMP PLUG / TEST STATION — TYPE FI TO EXISTING 6"
LOCATE TEST BOX AT CURB
NORTH CONNECT TO EXIST 8" MAIN WITH _ ,� BEGIN JOINT BONDING TO PER DETAIL 3 SHT W-3
SEE DETAILS — SHEET W-6 8" X 8" CROSS (FL),,jpxAw SOUTH
12" x 8" REDUCER (FL) STA p . `'� INSTALL+68, 15 RT SEE DETAILS — SHEET W-6
8" INSULATING FLANGE ar
GROUND LEVEL TEST STATION
12" GV (FL x MJ)� �. .
8" GV (FL x kJ) ��`' ,,� W .. ` TYPE FF ON BOTH SPU AND INSTALL 2 DEADMAN THRUST BLOCKS
-
RENTON WATER LINES LOCATION APPROXIMATE AS SHOWN
8" SOLID SLEEVE (kJ)
8" SPOOLS AS REQUIRED TO #'b LOCATE TEST BOX AT EXACT LOCATION TO BE APPROVED BY
COMPLETE FINAL CONNECTION ' CURB (AT STA 26+10f) ENGINEER /N FIELD
SEE DETAIL 5 SHT W3
ALL FITTINGS TO BE SEE DETAILS' -SHT W-6 WATER MAIN CONSTRUCTION SEQUENCING.
RESTRAINED WITH WIRE WELD CONNECTIONS TO ALL FITTINGS SHALL BE RESTRAINED WITH
4 — 1 " SHACKLE RODS T 5 CRPL 3 BY SPU 4 —1 " SHACKLE RODS 1. CONTRACTOR SHALL POTHOLE AND VERIFY THE ACTUAL VERTICAL AND HORIZONTAL
„'�. # LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES AS SHOWN ON PLANS
(NOTE THAT EXIST 8" TO WEST 1 AND AS LOCATED IN THE FIELD BY THE OWNERS OF SAID UTILITIES PRIOR TO THE
HAS 90' BEND DOWN JUST. INSTALLATION OF THE NEW WATER MAIN.
WEST OF TEE) 01 DESIGN SHOWN AS APPROXIMATE. ACTUAL FITTINGS AND LAYOUT SHALL BE AS REQUIRED
- TO COMPLETE THE NEW MAIN AND CONNECTION.
06� WELLS AVE. S. & S. 2ND ST. WATER CROSSING THE CITY RESERVES THE RIGHT TO MODIFY THE CONNECTION DETAILS) TO CLEAR
HORIZONTAL SCALE 1" = 4' ANY CONFLICTS WITH EXISTING UTILTIES BASED UPON THE POTHOLING INFORMATION
VERTICAL SCALE 1 " = 4' PROVIDED BY THE CONTRACTOR.
°y 2. CONTRACTOR SHALL INSTALL THE NEW 12" D.I. WATER MAIN FROM S 3RD STREET
TO S 2ND STREET PER TESTING DETAILS.
J. POLY PIG, PRESSURE TEST, CHLORINATE, FLUSH, AND TAKE BACHERIOLOGICAL SAMPLE
OF NEW MAIN.
4. AFTER SATISFACTORY RESULT OF BACT SAMPLE, REMOVE TEMPORARY BLOCKS AND
"l CONNECT TO EXISTING MAINS PER DETAILS 1, 2, 3, & 6.
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3.6'r
L o' C INSTALL WIRES IN I" PVC CONDUIT 3.5' C
424.
5. 0' C
i
.. T _T
8.0' C �' � GALVANIC
66" _T71
j CRPLS#3 L GALVANIC
GALVANIC ANODE STA 16+01, 15' RT
ANODE \ TESTING AND CONNECT/ON
TO EXISTING 6"
�—� PER DETAIL 8 SHT W-5
STA 15+61 f, 15' RT
CONNECT TO EXISTING
12" FLANGED GATE VALVE STA 15+98f, 15' RT
9
WW/ 12�} STA 15+6T INSULATING FLANGE INS STA 15+74t, 15' RT 12" INSULATED FLEXIBLE COUPLING
EXTEND 12" WATER W/ INSERT CLEANING "POLY PIG" (NORTH) INSTALL TEST STATION TYPE F1
D 12" 45' BEND (FL x kJ) LEVEL TEST STATION 12 " TEMP PLUG (MJ) TEST BOX AT CURB
TYPE FF ON BOTH SPU AND BEG OND/NG TO SOUTH
12" 45' BEND (kJ x MJ
RENTON WATER LINES 12 TEMP PLUG (kJ) SEE DETAIL —6
ALL FITTINGS TO BE REST LOCATE TEST BOX AT W/ 2" TAP & BLOWOFF ASSBLY INSTALL DEADMAN THRUST BLOCKS
4 — I" SHACKLE CURB (AT STA 15+98f) BLOCK AS REQUIRED LOCATION APPROXIMATE AS SHOWN j1//S CROSSING O T INSTALLED
� I
INSTALL GRO L TEST SEE DETAILS — SHT W-6 FLUSH MAIN EXACT LOCATION TO BE APPROVED BY / ' / �—t
STATI F/ WIRE WELD CONNECTIONS TO AFTER SATISFACTORY RESULT OF BACT ENGINEER /N FIELD IA T OF THIS PROJECT.
ROJECTB
TEST BOX AT CURB CRPL #3 BY SPU SAMPLE REMOVE TEMP PLUGS SEE DETAIL 8 SHT WS
EGIN JOINT BONDING TO NORTH CONNECT 12" MAIN WITH ALL FITTINGS SHALL BE RESTRAINED WITH
SEE DETAILS - SHT W-6 12" SOLID SLEEVE (MJ) 4 -1" SHACKLE RODS SEE / 8 /� %R e 2 % e 25�2 6
12" SPOOLS AS REQUIRED TO COMPLETE Y V !
FINAL CONNECTION
COMPLETE 4 — 1 " SHACKLE RODS
ACCROSS NEW PIPING107 WILLIAMS AVE. S. & S. 2ND ST. WATER CROSSING
HORIZONTAL SCALE 1 " = 4'
VERTICAL SCALE I" = 4'
SURVEYED: SCALE:
N/A HORzor�NAo°se3a9s, CENTRAL BUSINESS DISTRICT414;a5
ORIGINAL SEALED 3/15/2005 RECORD DRAWING DESIGNED: �� 4 TY FlELDa°OK:
RENTON LYS L. HORNSBY UTILITY REPLACEMENT PAGE:
RECORD INFORMATION PROVIDED BY SURVEY DRAWN:
MAB DRAWING N0:
AND OTHER INFORMATION PROVIDED BY CONTRACTOR ONE INCH _ tq�
23169 AS —BUILT MAB 2%2014 CHECKED: AT FULL SCALE J Planning/Building/Public Works Dept. VV — 4
'�G IF NOT ONE INCH
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER CONNECTION DETAILS SHEET: OF:
9 12
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