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I AND INSTALL 4 PLUG AT TEE
I ` ABANDON 4" WATER
I ® s MAIN IN PLACE
�► STA 16 +67
� r
24"X10" TAPPING TEE
' (MJXFL) /CONC. BLOCK
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10" GATE VALVE (FLXMJ)
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NEW 1 1/2" DOMESTIC
METER FOR REST ROOMS
STA 3 +44 (76'
IRRIGATION VALVE BOX
STA 3 +30 (80' RT) SEE
SHEET L2.2 -
NEW 1" LANDSCAPE
IRRIGATION METER
STA 3 +44 (80' RT)
4
ABANDON -
SEWER SERVICE .
-ROW LINE
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T
W 24' DI w w w w - W w �W w
107OW TRO '
V SS YE SRO SS MER 55 MEMO + SS
IR s
�s +oo 60f LF -10 DI PIP oo 00
-BURN ETT AVE UE S i
-#--" ss SS
� I
-- STA 18 +45 (36.5' LT) RELOCATE
EXISTING HYDRANT
8 90' BEND (MJxFL) /cONc BLOCK
36 LF 6" DI PIPE SHACKLE ALL
FITTINGS TO VALVE
1- 6"X8" REDUCER (MJXFL)
1- 8" GATE VALVE (FLXMJ)
MATCHLINE STA 3 +25
NEW 19
PSC
+ :F I �► A N s x
' SS -- ;
SS SS 55 SS
SS SS SIS
-W o o
w ` w w 6' C.I.
w W. w C w 6 w
-- _ s
1 1 f +
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q � 1
i ROW LINE`�cp, �c ! r °� i
EX SSMH _ (ABANDON)
CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT
SERVICE RIM 39.05
t
RECONNECT EXISTING WATER SERVICE FL = 33.55
CONNECT NEW 6" SERVICE TO 361 LF 8" PVC
EXISTING FIRE SPRINKLER METER S= 0.004
1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER
INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP
PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER
w w
TRO
NEW SSMH 54"
\f
STA 16 +343 20' RT
RIM 38.11
8" IE OUT = 34.29
6" IE IN = 34.34
EX SSMH (ARAN DON
STA 16 +06 77 25 14' RT
REMOVE EXISTING
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FIRE HYDRANT ASSEMBLY (36.5' RT)
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I AND INSTALL 4 PLUG AT TEE
I ` ABANDON 4" WATER
I ® s MAIN IN PLACE
�► STA 16 +67
� r
24"X10" TAPPING TEE
' (MJXFL) /CONC. BLOCK
` r'e
10" GATE VALVE (FLXMJ)
T
NJ
0 ;
«Q
>R
W
t
cfl
' +
{
alb a n
NEW 1 1/2" DOMESTIC
METER FOR REST ROOMS
STA 3 +44 (76'
IRRIGATION VALVE BOX
STA 3 +30 (80' RT) SEE
SHEET L2.2 -
NEW 1" LANDSCAPE
IRRIGATION METER
STA 3 +44 (80' RT)
4
ABANDON -
SEWER SERVICE .
-ROW LINE
f
T
W 24' DI w w w w - W w �W w
107OW TRO '
V SS YE SRO SS MER 55 MEMO + SS
IR s
�s +oo 60f LF -10 DI PIP oo 00
-BURN ETT AVE UE S i
-#--" ss SS
� I
-- STA 18 +45 (36.5' LT) RELOCATE
EXISTING HYDRANT
8 90' BEND (MJxFL) /cONc BLOCK
36 LF 6" DI PIPE SHACKLE ALL
FITTINGS TO VALVE
1- 6"X8" REDUCER (MJXFL)
1- 8" GATE VALVE (FLXMJ)
MATCHLINE STA 3 +25
NEW 19
PSC
+ :F I �► A N s x
' SS -- ;
SS SS 55 SS
SS SS SIS
-W o o
w ` w w 6' C.I.
w W. w C w 6 w
-- _ s
1 1 f +
�-�
q � 1
i ROW LINE`�cp, �c ! r °� i
EX SSMH _ (ABANDON)
CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT
SERVICE RIM 39.05
t
RECONNECT EXISTING WATER SERVICE FL = 33.55
CONNECT NEW 6" SERVICE TO 361 LF 8" PVC
EXISTING FIRE SPRINKLER METER S= 0.004
1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER
INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP
PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER
w w
TRO
NEW SSMH 54"
\f
STA 16 +343 20' RT
RIM 38.11
8" IE OUT = 34.29
6" IE IN = 34.34
EX SSMH (ARAN DON
STA 16 +06 77 25 14' RT
REMOVE EXISTING
54"
Y
VALVE AND
INSTALL
BLOCK
RIM EL 38.7
N
»
8 PLUG
(FLXMJ)
FIRE HYDRANT ASSEMBLY (36.5' RT)
IE OUT = 34.38
MAIN IN PLACE
(BY CITY)
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REPLACE AND RECONNECT
L
EXISTING SIDE SEWERS
1
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Q
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c�
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0
V)
,e
pe) A ---- REMOVE EXISTING 4" GATE VALVE
I AND INSTALL 4 PLUG AT TEE
I ` ABANDON 4" WATER
I ® s MAIN IN PLACE
�► STA 16 +67
� r
24"X10" TAPPING TEE
' (MJXFL) /CONC. BLOCK
` r'e
10" GATE VALVE (FLXMJ)
T
NJ
0 ;
«Q
>R
W
t
cfl
' +
{
alb a n
NEW 1 1/2" DOMESTIC
METER FOR REST ROOMS
STA 3 +44 (76'
IRRIGATION VALVE BOX
STA 3 +30 (80' RT) SEE
SHEET L2.2 -
NEW 1" LANDSCAPE
IRRIGATION METER
STA 3 +44 (80' RT)
4
ABANDON -
SEWER SERVICE .
-ROW LINE
f
T
W 24' DI w w w w - W w �W w
107OW TRO '
V SS YE SRO SS MER 55 MEMO + SS
IR s
�s +oo 60f LF -10 DI PIP oo 00
-BURN ETT AVE UE S i
-#--" ss SS
� I
-- STA 18 +45 (36.5' LT) RELOCATE
EXISTING HYDRANT
8 90' BEND (MJxFL) /cONc BLOCK
36 LF 6" DI PIPE SHACKLE ALL
FITTINGS TO VALVE
1- 6"X8" REDUCER (MJXFL)
1- 8" GATE VALVE (FLXMJ)
MATCHLINE STA 3 +25
NEW 19
PSC
+ :F I �► A N s x
' SS -- ;
SS SS 55 SS
SS SS SIS
-W o o
w ` w w 6' C.I.
w W. w C w 6 w
-- _ s
1 1 f +
�-�
q � 1
i ROW LINE`�cp, �c ! r °� i
EX SSMH _ (ABANDON)
CUT & CAP EX. 6" WATER FOR TEMPORARY STA 18 +43.58, 24.97' RT
SERVICE RIM 39.05
t
RECONNECT EXISTING WATER SERVICE FL = 33.55
CONNECT NEW 6" SERVICE TO 361 LF 8" PVC
EXISTING FIRE SPRINKLER METER S= 0.004
1- 10 "x6" REDUCER (MJ) �--- ±535 L.F. -10" D. 1. WATER
INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 /WITH POLY WRAP
PER RENTON STANDARD DETAIL B100 C 4' MINIMUM COVER
w w
TRO
NEW SSMH 54"
\f
STA 16 +343 20' RT
RIM 38.11
8" IE OUT = 34.29
6" IE IN = 34.34
EX SSMH (ARAN DON
STA 16 +06 77 25 14' RT
REMOVE EXISTING
54"
`' '
VALVE AND
INSTALL
BLOCK
RIM EL 38.7
(FLxMJ )
»
8 PLUG
(FLXMJ)
FIRE HYDRANT ASSEMBLY (36.5' RT)
IE OUT = 34.38
MAIN IN PLACE
(BY CITY)
+
+,
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co�
REPLACE AND RECONNECT
EXISTING SIDE SEWERS
1
PA LIMIT
TRENCH BACKFILL
6' -0" FOR 8" MAIN LINES
A
�L
1' -0"
6
Z -!cO*
• M
P�
1 -10 90' BEND (MJ)
1 -6" 90° BEND (MJ)
POTHOLE EX. UTILITIES TO VERIFY
ACCEPTABLE LOCATION
W G
ABANDON 4" WATER EX SSMH Z
MAIN IN PLACE STA 21 +24.24, 25 RT I
W�
CONNECT NEW 8" PVC Z "
-- 24 " x 12" TO EX MH, IE S =32.27 Cq _ 3
TAPPING TEE RIM 38.77 �
(MJxFL) CONC. IE 12" N - 32.02 W
BLOCK 12" GATED IE 12" E = 32.02 '. 40
ti VALVE (FLxMJ) IE 8" S = 32.27 m '
sAa°'r ii
Ul
I tr F` INSTALL 4" PLUG i.
c Vic. r: AT TEES
12
d
4 �
• 1A M ' y IT
107 ME7RO '
SS W. SS SS wEjRO - SS SS
60f LF -8" DI PIPE I
-70 LF -12 DI PIPE E
�r19 +00 20 +0 I
S 1'30'48" W
I OD
W
W
0
w�v"-. .
STA 18 +89.58
54"
24 "X8" TAPPING
TEE
(MJxFL) /CONC.
BLOCK
8" GATE VALVE
(FLxMJ )
6 "X8" REDUCER
(FLXMJ)
FIRE HYDRANT ASSEMBLY (36.5' RT)
ABANDON 6" WATER
MAIN IN PLACE
= 32.77
_ABANDON EXISTING SIDE SEWERS AND CONSTRUCT
NEW STUBS AT LOCATIONS SHOWN AT SLOPE OF 1
STA 15 +60 TO STA 21+25
PLAN - BURNETT AVENUE S
SCALE 1" = 20'
SEE TYPICAL SECTIONS T •
STREET RESTORATION 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
REQUIREMENTS
2. HAND TAMP UNDER HAUNCHES.
SUBSEQUENT BACKFILL MATERIAL 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
IMPORT PER SECTION 9- 03.9(3) EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
BASE COURSE. HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
PROPOSED 6" OR 8" 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
PIPE ZONE MATERIAL PER SECTION THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
9 -03.16 BEDDING MATERIAL FOR
FLEXIBLE PIPE
6 ", 8" PVC SEWER
EXCAVATION OF UNSUITABLE SOIL TYPICAL TRENCH BEDDING AND BACKFILL
AND BACKFILL OF FOUNDATION
MATERIAL (IF NECESSARY) DEPTH DETAIL
AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION NO SCALE
0
8'Ct3t+IC SS *�
f
w w_ w 6" C.I. w �/f w -
{� (D a
Z NEW SSMH
54"
STA
19 +95,
20' RT
RIM
38.23
8"
IE IN =
32.82
8"
IE OUT
= 32.77
12 CAP (MJ) L
2" BLOW -OFF
ASSEMBLY
CUT AND CAP
EXISTING 6"
WATER AT MAIN
LINE. INSTALL 6'
PLUG AT TEE.
(BY CITY)
T- z7�bOF
_NOTES:
1. ADJUST ALL WATER METER BOXES AND VAULT LIDS TO FINISH GRADE.
2. SEE SHEETS C8 -C11 FOR STORM DRAINAGE INFORMATION.
ABANDON WATER SERVICE.
9- 03.9(1) BALLAST ,A,R1c .
Para met rf x, Inc. ,320w�ar,�eo" �z k
_�. Job No.: 95000.00 Ref. North +��� Za3 303-4M (2633 303 -0720 fox a. •
WASHINGTON OREGON f t low 9L
Sumner Bremerton Portland Manbe of IAl oldtwb r� Sint 4Od
TEXAS 1ho MNrloon Urbon " $oottN "'_
Kirkland Houston All material appeoring herein cbn$t Lutes the Inxlftubx p{ DWg 121 -2720 ��
unpul)' shed and original work of the Architect , p ,
and may not be duplicated, used, car disclosed 10 20 40 Itrbri0r MMi9" 206 223 -2742
withn,)' the written c,. >rsenf of the Ar�h,tect. 2N) 622 -9462 fox I`F �-�-
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DESIGNED Department of Trans Transportation - Transit Division DATE:
B. PHILLIPS P 6 -6 -00
. DRA: SCALE: FILE
J) roc 1 �= 20' -0° RENTON TRANSIT CENTER 23040735
RECOM. CONTRACT: DWG. N0.
��y�• cosos�c CITY OF RENTON C11 A
King County APP oVEO WATER AND SEWER PLAN
8j 5HT OF
c+o, T - 71�o,r SCANNED Nov • 7 2a►3
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