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STA 25+1
$ 15' RT
12" INSULATED FLEX48LE COUPLING 66" STEEL
CRPL rya DEFLECT 12" DIP WATER STA 26+10, 15' RT
TEST STATION — TYPE F1 STA 25+54, 15' RT DOWN 9" PER 20' TO 12" INSULATED FLEXABLE COUPL/NG STA 26+13, 15' RT
LOCATE TEST BOX AT CURB AFTER SATISFACTORY RESULT OF BACT CLEAR FIBER OPTICS TEST STATION — TYPE F/ TESTING AND CONNECTION
BEGIN JOINT BONDING TO SAMPLE, REMOVE TEMP PLUG LOCATE TEST BOX AT CURB TO EX/STING 6"
NORTH CONNECT TO EXIST 8" MAIN WITH _ PER DETAIL 3 SHT W-3
SEE DETAILS — SHEET W-6 8" X 8" CROSS (FL) - BEGIN JOINT BONDING TO
SOUTH
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12" x 8" REDUCER FL STA 25+68, 15' RT INSTALL SEE DETAILS — SHEET W-6
8" INSULATING FLANGE
12" GV (FL x M✓) GROUND LEVEL TEST STATION
8" GV (FL x MJ) TYPE FF ON BOTH SPU AND INSTALL 2 DEADMAN THRUST BLOCKS
8" SOLID SLEEVE (MJ) RENTON WATER LINES LOCATION APPROXIMATE AS SHOWN
8" SPOOLS AS REQUIRED TO LOCATE TEST BOX AT EXACT LOCATION TO BE APPROVED BY
COMPLETE FINAL CONNECTION CURB (AT STA 26+101) ENGINEER IN FIELD
ALL FITTINGS TO BE - SEE DETAILS — SHT W-6 SEE DETAIL 5 SHT W3 WATER MAIN CONSTRUCTION SEQUENCING:
RESTRAINED WITH WIRE WELD CONNECTIONS TO ALL FITTINGS SHALL BE RESTRAINED WITH
4 — 1" SHACKLE RODS CRPL #3 BY SPU 4 —1" SHACKLE RODS 1. CONTRACTOR SHALL POTHOLE AND VERIFY THE ACTUAL VERTICAL AND HORIZONTAL
LOCATION OF ALL EX/STING PUBLIC AND PRIVATE UTILITIES AS SHOWN ON PLANS
(NOTE THAT EXIST WEST AND AS LOCATED IN THE FIELD BY THE OWNERS OF SAID UTILITIES PR/OR TO THE
HAS 90' BEND DOWNN JUST — INSTALLATION OF THE NEW WATER MA/N.
WEST OF TEE) - DESIGN SHOWN AS APPROXIMATE. ACTUAL FITTINGS AND LAYOUT SHALL BE AS REQUIRED
TO COMPLETE THE NEW MAIN AND CONNECT/ON.
O WELLS AVE. S. & S. 2ND ST. WATER CROSSING THE CITY RESERVES THE RIGHT TO MODIFY THE CONNECTION DETAIL(S) TO CLEAR
HORIZONTAL SCALE 1" = 4' ANY CONFLICTS WITH EX/STING UTILT/£S BASED UPON THE POTHOLING INFORMATION
VERTICAL SCALE 1 " = 4' PROVIDED BY THE CONTRACTOR.
2. CONTRACTOR SHALL INSTALL THE NEW 12" D.I. WATER MAIN FROM S 3RD STREET
TO S 2ND STREET PER TEST/NG 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
CONNECT TO EXISTING MAINS PER DETAILS 1, 2, 3, & 6.
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66" STEEL
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GAL ANODE STA 16+01, 15' RT
ANODE TESTING AND CONNECTION
TO EXISTING 6"
STA f5+611, 15' RT PER DETAIL 8 SHT W-5
CONNECT TO EXIST/NG
11" FLANGED GATE VALVE STA 15+981, 15' RT
W/ 12" INSULATING FLANGE STA 15+69 STA 15+741, 15' RT 12" INSULATED FLEXIBLE COUPLING
EXTEND 12" WATER W/ INS T INSERT CLEANING "POLY PIG' NORTH INSTALL TEST STATION TYPE F1
D LEVEL TEST STAT/ON (NORTH) TEST BOX IO CURB
12" 45' BEND (FL x MJ) TYPE FF ON BOTH SPU AND 12" TEMP PLUG (MJ)
12" 45' BEND (MJ x MJ) RENTON WATER LINES 12" TEMP PLUG (MJ) BEG ONDING TO SOUTH
ALL FITTINGS TO BE REST LOCATE TEST BOX AT W/ 2" TAP & BLOWOFF ASSBLY INSTALL DFADMAN THRUST BLOCKS SEE DETAIL V-6
4 — 1" SHACKLE CURB (AT STA 15+981) BLOCK AS REQUIRED LOCATION APPROXIMATE AS SHOWN THIS /� CROSSING NOT INS TA L L ED
INSTALL GR O L TEST SEE DETAILS — SHT W-6 FLUSH MAIN EXACT LOCATION TO BE APPROVED BY TMJ
STATI Fl WIRE WELD CONNECTIONS TO AFTER SATISFACTORY RESULT OF BACT ENGINEER IN FIELD ^ �`
TEST BOX AT CURB CRPL /,/3 BY SPU SAMPLE REMOVE TEMP PLUGS SEE DETAIL 8 SHT W5 A J PA R T OF THIS PROJECT.
GlN 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 W TR -2 7 - 322 6
12" SPOOLS AS REQUIRED TO COMPLETE
FINAL CONNECTION
COMPLETE 4 — 1" SHACKLE RODS
ACCROSS NEW PIPING O HWILLIAkS AVE. S. & ORIZONTAL SCALE 1S. 2N4D ST. WATER CROSSING W=2988
10
VERTICAL SCALE 1" = 4'
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ORIGINAL SEALED 3/15/2005 RECORD DRAWING a". N/A°° ""'� '°°' �: CITY OF CENTRAL BUSINESS DISTRICT 3/14/05
BY LYS L. HORNSBY Aa 'u R E N TO N P
RECORD INFORMATION PROVIDED BY SURVEY: - UTILITY REPLACEMENT
AND OTHER INFORMATION PROVIDED BY CONTRACTOR MAB ' o E 1 I DATUM °PAM1X0 "0
23169 AS -BUILT MAB P2/2014 amnia "°`°s, Planning/Building/Public Works Dept. W-4
"N0. REVISION BY APPR "�"� "L0P°"a" WATER CONNECTION DETAILS
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