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BEGIN I�EVR ',� EXISTING ITS I IIti
WATER 20+00 CONDUIT I I o I I I NOTES:
I I NEW STREAM I I
N 171988.94 SEE NOTE ti , i WSDOT AND - CENTERLINE ( 116" CAP
I 1. ALL CONNECTIONS TO EXISTING MAINS TO
E �297818.89 R I r I LIMITED I CONNECTIO BE PERFORMED BY CITY FORCES.
- -- CONNECTION + ACCESS ROW p EXISTING / I DETAIL I COORDINATE WITH CITY FOR SCHEDULING
- _ - _ - - - Imo- -----1�/SDOT ROW`' DET IL I y 20" OPL I 1
2" Al AND VACUUM I AND REQUIRED CONTRACTOR SUPPORT.
I h PROP SED N 1 + / / RELE�SE ASSEMBLY PER
,12" CAP Q
> 1LLU NATION I r- PROPOSED I / I CITY F RENTON STAND RD 2. ALLOWABLE SHUTDOWN DURATION FOR
¢OND IT m I Z' 'y/�ILLUMINATION o PLAN�340.4 (TYPICAL 4 P ACES) 16" WATER MAIN IS 4 TO 5 HOURS.
WAj _ W E OTE 5 Z ; CONDUIT SEE I I BORING / END 19TH W7,1
;, CONTRACTOR TO VERIFY DEPTH AND
ABANDON EX. 'r ER /
-- / I, LI TED I it �p 01 y ` 4 NOTE 5 LOCATION I16+40.00 LOCATION OF EXISTING UTILITIES. NOTIFY
BF = _eF_- - 6F - ( AC ES ggANDO ' EX V p P-3-13 N 171910.54
NEW PIPE I "CAP I ENGINEER OF POTENTIAL CONFLICTS WITH
- ONNECTJON- - - - �` R0, 16" WAT fj I - i 7 E 1298261.67
DETAIL 16mCAP PLACE, pp ~' m ARCH DESIGN PRIOR TO START OF WORK.
--- - - - - - - -r , -T ,SEE NOT 6. �� V; Z I II (14'10"x9'10")SEENOTE 1 - - 0 - o W ; LINE 6 4. CONSTRUCTION SHALL BE IN
(TYP). VERTIOA T9EE - w �l w�i _ _ W - w 1 00 ACCORDANCE WITH UTB 1219.
SW 19TH =>r a sr N W BENDS I Z NOTE 6 BORING EX 16" DIIW 5. NEW ITS/ILLUMINATION CONDUIT TO BE
+ „
I LOCATION i
' I � � - __-_ _______ _ SUPPORTED AND PROTECTED DURING
BORING I; DC-21-13 0 �
��L 1 'CO`CATIO i I CONSTRUCTION. EXISTING ITS/ILLUMINATION
FX 1Ci'.DI-W-40+gp �-( --a- -, 3 DC-19vW-1' I I PROPOSED ITS CONDUIT TO BE SUPPORTED AND
^^ _ y m -3 r\ _x I I CONDUIT SEE I �� ��� I PROTECTED DURING CONSTRUCTION IF
A LE ` a�' pS-DUI M I gpR �j�NOTE 5 p �, 0� ANGLE PONT #5STILL ACTIVE.
HVS - S POINT #1 a AµTIO COC 1013BEGIN 19TH HVS Hdg - '" -- - + "' q' 6. CAP AND PLUG ENDS OF EXISTING
WATER 1 + G 4I(3NV RTI AL o ANGLE I EXISTING CASING PER WSDOT STANDARDS.
0 00 _ _ ___ _,_ALIGN -6 POINT #4 I MAINTENANCE
N 171883.53 - til IO �A�ANDONED
- BERM
P
VERTICAL BENDS " P OTx�0 NEW 36" STORM
E 1297687.15 """" 1- "�r
OTE `o
DE AIL I OUR 1 TION OF�a ^i CPEP CULVERTS
FUTURE CULVERT 2 I� I CON RU TIOLII TO BE O \NEB YJ 108 LF 16" RJ DI W CONSTRUCTION SEGIUENCE:
EXTENSION 12" CAP I A0.1 PP �� VED BY
BURIED POWER TO N I - RS TOP OF NEW 1. CONSTRUCT MAINTENANCE BERM. PRELOAD
BE PROTECTED IN I MAINTENANCE THE BERM WITH A 3-FOOT HIGH TEMPORARY
PLACE tl 00 L N '13+ 14+ BERM. SEE SURCHARGE LOAD. THE DURATION OF THE
p
108 LF 16" RJ DIW IN I CROSS-SECTION SURCHARGE WILL BE PROVIDED BY THE
35 LF 316 STEEL CASING ANGLE d P •THOLE EXIS i G 12f' I 16" GATE VALVE ON SHEET UTD07. PROJECT GEOTECHNICAL ENGINEER.
I POINT #2
I II
o PRIOR TO CO S RUCTI � ' (RJxRJ) 16" 22.5° BEND (RJ) 2. INSTALL THE CASING UNDERNEATH SR 167.
VERTICAL BEN:ISW
N TO CONFIRM L VATIO +I I RTICAL
`'' I' 80 LF 16" RJ DI W
j- ENDS 3. INSTALL THE DEAD -MAN BLOCKS ON THE
rn w LLI I IN 25 LF 30" STEEL SHOWN ON THE PLANS. ALLOW THE
132 LF 12" RJ IN H 20' LF 12" RJ I, o EXISTING 16" DIAMETER WATER MAIN AS
42 LF 24" CASING I J
ANGLE CASING
x °J I CONNECTION POINT #3 - - - - - -
- - CONCRETE TO CURE A MINIMUM OF
a < I I -,-r 16" 22.5° BEND
VERTICAL BENDS m m 7, dETAIL
{ + y I I p (RJxRJ) �NSON ONE -WEEK.
HIGH VISIBILITY SILT FENCEI II I END EVR I 48 LF 16" RJ DI W
_ N WATER 22#36. ' I 181 LF 30" STEEL 20T0
4. CITY OF RENTON TO INSTALL GATE VALVES
SEE DETAIL SHEET UTDT13 < _ I GG MAT T N I, I N', 129788.94 yl IIL.... ASING I �Qv Q U CITY THE
TO SHACKLELOCATIONS
VALVESTHE
TO 6T EMAIN.
, oIRP u ' � � i � � E' 1297818.89 E • E • IL.' .W I I I . n NS -���N11
t10' 120' 19T 1 AT 6R TEMPORARY 12" MJ CAP WITH MJ AP x FQR CD �R�C 0 25 50 DEAD -MAN BLOCKS.
STARE`EASE� SCALE IN FEET
10' BLOW OFF, INSTALL POLYPIG IN N
5. INSTALL THE 16" DIAMETER WATER MAIN AND
�
EX. 16" _ _ EX. 16" DI W WATER MAIN AND THEN CAP EVR WATER CASING AS SHOWN ON THE PLANS. INSTALL
INSTALL DI - - - - - - - ?•. STA 22+09.98
�+ 1-16" 45' BEND (8.32 LT)
DEAD -MAN �'� �6 INSTALL (RJxRJ)
BLOCK. SEE X- INSTALL 16" MJ 1-16" DI NIPPLE ( LF
UTD07. LJP DEAD -MAN % CAP AS REQ'D) INSTALL 12" GV (RJxRJ)
INSTALL 12" GV BLOCK. SEE 1-16" SLEEVE AND SHACKLE TO
t10' UTD07. (RJxRJ)
(RJxRJ) 16"x16" VERTICAL DEADMAN BLOCK ON EX.
INSTALL 16" GV SHACKLE BEND TO W
20` 1-12" 45° BEND (RJxRJ)
AND SHACKLE TO CROSS FOR 16" VALVE 72 CUT & CAP EX. 12" W
DEADMAN BLOCK (RJxRJ) POLYPIGGING PER 1-16" MJ CAP 1-12 MJ CAP
ON EX. 12" W AND SHACKLE TO STD PLAN 300.6 INSTALL 2-12" NIPPLES (LF AS REQ'D)
p DEADMAN BLOCK DEADMAN. 1.12" SLEEVE (RJxRJ)
20' ON EX. 16" W r� BLOCK SEE om 10 SHACKLE BEND TO 12" VALVE
EVR WATER 2 \CONNECTION DETAIL UTD07.
STA 20+43.09 NOT TO SCALE
(8.52 LT)
12" MJ CAP r'1CONNECTION DETAIL
10, W NOT TO SCALE
v_
-(. TEMPORARY 12"x12" �6., 19TH WATER STA 11+63.28 t20' t10'
VERTICAL CROSS EVR WATER STA 21+81.66 REMOVE EXISTING 16" W INSTALL
WATER MAIN CENTERLINE
ALIGNMENT TABLE
19TH WATER 10+00.00
PT STATION
LINE BEARING LENGTH
BEGIN
STA 10+00.00
1
S 89°51'29.1" E
50.61
AP #1
STA 10+50.61
2
S 45°00'00.0" E
107.67
AP #2
STA 11+58.28
3
N 89°51'47.2" E
252.93
AP #3
STA 14+11.22
4
N 67°2l'45.6" E
80.41
AP #4
STA 14+91.62
5
N 48°00'00.0" E
108.01
AP #5
STA 15+99.64
6
S 89°12'36.7" E
40.36
END
STA 16+40.00
EVR WATER 20+00.00
BEGIN
STA 20+00.00
1 7
1 S 00°00'00.0" WI
236.66
END
STA 22+36.66
THE SEGMENT OF THE CASING ABOVE THE
EXISTING OPL LOCATION. INSTALL PIPE AND
FITTINGS UP TO 10' FROM THE CONNECTION TO
THE EXISTING MAIN. POLYPIG AND CLEAN THE
NEW WATER MAIN. POLYIG PRESSURE TEST
AND DISINFECT THE NEW PIPE.
6. COORDINATE THE CONNECTIONS OF THE 16"
WATER MAIN WITH THE CITY OF RENTON. CITY
OF RENTON TO MAKE THE PHYSICAL
CONNECTIONS TO THE WATER MAIN.
7. INSTALL THE 24" CASING FOR THE 12" WATER
MAIN.
8. INSTALL THE DEAD -MAN BLOCKS ON THE
EXISTING 12" DIAMETER WATER MAIN AS
SHOWN ON THE PLANS. ALLOW THE
FOR POLYPIGGING G
UNDER NEW BERM
DEADMAN
CONCRETE TO CURE A MINIMUM OF
o PER STD PLAN 300.6
BLOCK. SEE
ONE -WEEK.
2-12" 45' BEND (RJxRJ)
1-12" DI NIPPLES AS REQ'D)
16" DIW
16" MJ CAP
EX. 16"
UTD07A. 1-16" 45° BEND (RJxRJ) 11.
2-16" DI NIPPLES LF AS REQ'D
COORDINATE THE CONNECTIONS OF THE 12"
9• CITY OF RENTON TO INSTALL GATE VALVES AT
(LF
1-12" CAP (MJ)
1-16"x12" CROSS FLxFL
( )
UI W
_ _ _ EX.
DIW
16" _ _ ( )
1-16" MJ CAP
WATER MAIN WITH THE CITY OF RENTON. CITY
CAP AND
ABANDON
1-12" SLEEVE (RJxRJ)
1-16 GATE VALVE (FLxRJ)
��
1-16" SLEEVE (RJxRJ)
OF RENTON TO MAKE THE PHYSICAL
THE TIE IN LOCATIONS OF THE 12" MAIN. CITY
EX 12" W
SHACKLE BEND TO 12" VALVE
1-16" GATE VALVE (FLxFL) O
SHACKLE BEND TO 16" VALVE
CONNECTIONS TO THE WATER MAIN.
TO SHACKLE GATE VALVES TO THE DEAD -MAN
1-16" 45° BEND (FLxRJ)
��
BLOCKS.
CONNECTION DETAIL
1-12 GATE VALVE (FLxRJ)
r?, 7-12" GATE VALVE
INSTALL 16" GV AND
-
NOT TO SCALE
(FLxFL) TEMPORARY 16" MJ CAP WITH 2"
1-12" 45° BEND (FLxRJ) BLOW OFF. INSTALL POLYPOLYPIG
SHACKLE TO
DEADMAN BLOCK ON
10. INSTALL THE 12" DIAMETER WATER MAIN AND
CASING AS SHOWN ON THE PLANS. INSTALL
IN WATER MAIN AND THEN CAP
EX. 16" W
_ LT
PIPE AND FITTINGS UP TO 10" FROM THE
E
WATER DETAIL
�S�CONNECTION DETAIL
19TH WATER
STA STA 15+99.64
CONNECTION TO THE EXISTING MAIN. POLYPIG
- j Nor SCALE
� NOT TO SCALE
AND CLEAN THE NEW WATER MAIN. PRESSURE
TEST AND DISINFECT THE NEW PIPE.
FILE NAME
c:\pwworking\nail_xjzigweidkd0321992\C8811_DE_UTD05.dgn
a>` I' �� �s.
�� �
I-405
-381207
/ SR 167 INTERCHANGE
TIME 12:34:40 PM
REV 3 - RFI 0287
11/06/20
REGION
STATE
FED.AID PROJ.NO.
PAN REF No
UTD05
DATE 111312020
REV 2 - RFI 0286
06/28/18
10
WAS
PLOTTED BY
Jeffz
REV 1 - RFI 0113
08/09/17
Washington State
DIRECT CONNECTOR
DESIGNED BY G. RIMANDO
REV 0 - RFC
07/20/17
JOB NUMBER
SHEET
G. RIMANDO
ENTERED BY
REV C -FINAL REVIEW
07/10/17
0
�FS,�Fi'ISTE�F°
5 20
DATE
P.E. STAMP BOX
DATE
P.E.STAMP BOX
Department of Transportation
250
OF
887
SHEETS
CHECKED BY B. HELSLEY
REV B - PRELIMINARY REVIEW
04/04/17
CONTRACT NO.
c8811
LOCATION NO.
PROJ. ENGR. C. CHEN
REV A - PRELIMINARY REVIEW
10/26/16
16" AND
WATER DETAIL PLAN
12" WATER MAIN RELOCATION
REGIONAL ADM. L. ENG
REVISION
DATE
BY