HomeMy WebLinkAboutW-394601EX 12" WATER
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LU T T COUPLING (MJ X MJ)
1 — 12 TEE (MJ X MJ X FL T T
1 _ 12 GV (FL X MJ) = EAST
1 12 qV (MJ X MJ) NORTH
� S i 1 — TH UST BLOCK T
50 12.—D.I. SPOOL (LENGTH AS NEEDED) S 2ND S
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EXISTING WATER MAIN T
ONN T �—
4" W (ABANDONED)
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12" W (RESTRAINED)
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6„ W
12" GV
6" GV
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-s------------REMOVE EX FIRE HYDRANT---
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V TV —
TV P p
P PLUG EXISTING 6" GATE EX 6" WATER (ABANDONED)
VALVE WITH 6" PLUG (MJ)
oil -EX 6" WATER TO BE ABANDONED
CONNECTION 1 DETAIL
SEE PLAN & PROFILE SHEET 17
AND SEE DETAILS BELOW
EX 4" WATER
(ABANDONED)
0\
EX 6" WATER
(ABANDONED)
6" W -
EX 12" MAIN CUT -IN NEW 12" X 12" TEE AND
TWO VALVES ON EXISTING 12" MAIN
BY CITY FORCES
NEW 12" MAIN
66" W
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CONNECTION 1 EXISTING CONDITION
GENERAL NOTES
10,
EX 12" MAIN
4" W
(ABANDONED)
INSTALL 12-INCH MJ PLUG ON EXISTING 12" GATE VALVE WITH THRUST BLOCK
RIM 44.08
II tj I 37.3 S. CL
CONNECTION 2 DETAIL
SEE PLAN & PROFILE SHEET 17
AND SEE DETAILS BELOW
12" W
;V
8„ W
6" W (ABAND NED) 66" W
W
W
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6" W (ABANDONED)
6" GV
� FINAL CONNECTION
BY CITY FORCES I'/),4W
NOTE: CUT —IN TO EXISTING MAIN AND VALVES / (ABANDONED)
TO BE COMPLETED BY CITY FORCES BEFORE
INSTALLATION OF NEW WATER MAIN BY CONTRACTOR
CONNECTION 1 CONNECTION 2 EXISTING CONDITION
VERTICAL CROSS PER
COR STANDARD PLAN
NO. 300.6
CONSTRUCTION COORDINATION
SEE COR STANDARD PLAN NO. 300.3 FOR
ADDITIONAL CONNECTION DETAILS
SEE SHEET 17 FOR GENERAL NOTES 1-12.
13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR
APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD
PLANS.
14. JOINT RESTRAINT SYSTEM FOR RESTRAINED JOINT PIPES WHERE SHOWN ON
PLANS SHALL BE TYTON JOINT PIPES WITH MEGALUG HARNESS SERIES 1700 OR
ROMAC SERIES 600 OR APPROVED EQUAL.
WATER LEGEND
THRUST BLOCK
LONG SLEEVE COUPLER
CROSS
H
11 Y' BEND
TEE
►
REDUCER
CAP
VERTICAL CROSS
EXISTING WATER MAIN
W PROPOSED WATER MAIN
WX*X-- REMOVE/ABANDON WATER LINE
�w RESTRAINED JOINT WATER MAIN
FIRE HYDRANT
N GATE VALVE
COUPLING
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S2NDST
— T —
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VERTICAL CROSS PER
COR STANDARD PLAN
NO. 300.6
EX 12" MAIN
STA 62+41.08, 19.58' LT
1 — 4" ROMAC
TRANSITION COUPLING 1
L"11w:0:0
FROM 4" D.I. TO 4" C.I. X
WITH 0. D. t 4.55"
1 — 4" 90' BEND (MJ X M
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X
SPTo� 1 00.
ING v ��
REMOVE/ABANDON 14
EXISTING WATER
LINE (TYP)
X�X-�HH HHHHHH f� �fX
W W
-P 15
STA 62+13.25, 2 .h' LT
1 — 8" 450 FBEND_ (MJ_� MJ) I I
WITH MEGALUG AND
CONCRETE $LOCKING 0O
1
2ND STi � I
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STA 61 +98.28, 25.90'—LT
1—12"X8" TEE (MJ XFL) ZL
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--66" DIA SPU
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SD SD
GP GP GP
T
CUT -IN NEW 12" X 12" CROSS AND
THREE VALVES ON EXISTING 12" MAIN
BY CITY FORCES
NEW 12" MAIN
�
— / VERTICAL CROSS PER
NEW 12" MAIN COR STANDARD PLAN
FINAL CONNECTION
� N0. 300.6
BY CITY FORCES i�EX 12" MAW —FINAL CONNECTION
BY CITY FORCES
NOTE: CUT —IN TO EXISTING MAIN AND VALVES
TO BE COMPLETED BY CITY FORCES BEFORE
INSTALLATION OF NEW WATER MAIN BY CONTRACTOR
CONNECTION 2
CONSTRUCTION COORDINATION
�JLL VVI\ .l l/\IYV/\I\V I L/\Ir IYV. VV V.V I VI\
ADDITIONAL CONNECTION DETAILS WITH CUT —IN
CROSS INSTEAD OF TEE
CONSTRUCTION NOTES
13 INSTALL CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER
WSDOT STANDARD PLAN F-40.16-03.
14 REMOVE AND REPLACE CURB, GUTTER &SIDEWALK FOR UTILITY
INSTALLATION.
15 REMOVE AND REPLACE ADA RAMP WING FOR UTILITY INSTALLATION.
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STA 62+�6.62, 11.52' LT
1 — 8" �4" TEE (MJ X M) ROTATE
4" D.I. SPOOL (f 5 LF WE L��F TEE)
8" D.I. SPOOL (t 2 LF NOF OF
1 — 8" GV (MJ X MJ)
1 — 8" END CAP (MJ) '7
ID P
CONCRETIL THR T BLOCKS
ALL MJ FITTINGS ALL HA MEGAL6
SERIES 1100 R T GL N
LJ
STA 55+88.74 .84' LT 1
1 — 8" 450.5(MJ X MJ
WITH MEGALU00 AND
CONCRETE BLOCKING r — —
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I -
I `0
I
5 I > I
X
51DEG
0
STA 61 +98.22, 11.3 ' LT >KA
1 — W
1 — 12" GV (MJ X J)
TV i TV /
_ �R:
00
`D DL
> �E�HHHHHHHf� —
T
I
1 — 6" LONG SLEEVE �I
COUPLING (MJ X MJ) �I
6" X 8" REDIkCER (MJ X M �L Duc -
6" D.I. SPOOL AS NEEDED ——
CONNECTION 3 DETAIL
SEE PLAN & PROFILE SHEET 18
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A4,/ W �
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8"
8" W
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4" A
" CAP
6" W
6" GV
6„ W
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CONNECTION 3 EXISTING CONDITION
PLAN
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0 5 10 20 30
SCALE IN FEET
4
FLASHING BEACON
SSMH 5655
RIM 45.85
IE 38.2 NE,E,S-W @ C
RAMP
DWY
I\ -U4
STA 56+40.62
2.03' RT
1 — 12" CAP (MJ)
SD
56+23.56, 1.95' RT
1 2"X8" TEE (MJ XFL)
1 GV (FL X MJ)
" X MJ)
CXE AVATION LIMITS FOR
EXISTING WATER MAIN
CONNECTION
STA 56+23.40, 30.90' RT
1 — 8" 45' BEND (MJ X MJ)
STA 56+17.32, 37.18' RT
1 — 8" 45' BEND (MJ X MJ)