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IE 18 "CONC W= 365.47
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RIM= 372.12
IE 12 "CONC N W= 368.72
IE 12 "CONC E= 368.62
IE 8 "CONC SE= 369.87
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2 -8" GV'S (FLxMJ)
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1 -8" 11.25' BEND (MJxMJ)
STA.14 +57, 9'LT
1 -8" 22.5' BEND (MJxMJ)
STA.16 +55, 12'LT
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LOCATE NEW 8" DI APPROX
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Re commended for Approval
By
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WI,A
VERT. SEP.
O378.67
371.0
377.67
12"
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385.28
384.28
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393.00
392.00
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381.51
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SANITARY SEWER CROSSING INFORMATION
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VERT. SEP.
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371.0
373.5
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NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
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SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
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BURIED UTILITIES IN AREA
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THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
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RIM=
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#12423
IE 8 NE=
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IE 12 "CONC E=
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IE 12 "CONC W=
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RIM= 429.70
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IE 12 "CONC NW= 423.75
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#12641
LOCATE NEW 8" DI
APPROX 8' N OF ROW
CL IN PAVED AREA
14 13
#12624 #12630
IE 12 "CONC W= 407.34
4
#12621
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#12644
DEFLECT 8 "DI PER MAX.
MANUFACTURER'S
RECOMMENDED DEFLECTION
9
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IE 8 "CONC SW= 428.42 10
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CITY OF SEATTLE PIPELINE R/W
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD-----SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
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VERT. SEP.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
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FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
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REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
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ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
427.94
NOT USED.
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MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
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DEFLECT DI PIPE PER 1/, MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
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REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
392.81
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
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IE 12 "CONC NW= 423.75
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#12641
LOCATE NEW 8" DI
APPROX 8' N OF ROW
CL IN PAVED AREA
14 13
#12624 #12630
IE 12 "CONC W= 407.34
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#12621
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#12644
DEFLECT 8 "DI PER MAX.
MANUFACTURER'S
RECOMMENDED DEFLECTION
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IE 4 "PVC NE= 428.92
IE 8 "CONC SW= 428.42 10
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#12647
CITY OF SEATTLE PIPELINE R/W
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD-----SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 6 FOR TESC
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STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WAA
VERT. SEP.
10
410.01
409.01
12"
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418.40
417.40
12"
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427.94
426.94
12"
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392.10
391.10
12"
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392.81
391.81
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395.47
394.47
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408.92
407.92
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CALL BEFORE YOU DIG
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EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
0090
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NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
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Recommended for Approval
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STORM DRAIN CROSSING INFORMATION
PLAN NOTES
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INSTALL 5-1/4' MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
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REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
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Q5
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE &REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
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MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12'
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1�
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
SE 21 -23 -5
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD — — — — — SD— — — — —SD
I I
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
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SEE SHEET 7 FOR TESC
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Recommended for Approval
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STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT. SEP.
1Q
421.86
420.86
12"
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428.93
427.93
12'
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433.12
432.12
12'
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433.25
432.25
12'
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434,47
433.47
12"
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APPROX 10' SW OF ROW
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#16017
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BURIED UTILITIES IN AREA
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#16029
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IF 4 "PV(, N= _ FRq 44
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IE 8 "PVC NE= 370.24
LOCATE NEW 8" DI --"�
APPROX 10' SW OF ROW
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2
#16115
NE 28 -23 -5
4 5
#12618 #12624
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#12636 8
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RIM= 386.07 RIM= 401.35
IE 8 "CONC NW= 384.23 IE 8 "CONC N= 397.97
IE 12 "CONC W= 397.85
1 2
3
#12637 #12645
#12653
LOCATE NEW 8" DI APPROX
�8' EAST OF ROW CL IN
/-C7 PAVED AREA
RIM= 387.74
IE 8 "CONC W= 386.12
[-T • -1 4 . AA 7tP1T
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD-----SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 8 FOR TESC
AND PAVING PLAN
8 9
#12643 #12647
STA. 12 +56 TO 13 +50
DEFLECT 8 "DI PER J�
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RECOMMENDED DEFLECTION
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STORM DRAIN CROSSING INFORMATION
PLAN NOTES
O1
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
Q
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O4
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q5
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
�6
CLOSE EX. GATE VALVE &REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
369.06
NOT USED.
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Q9
DEFLECT DI PIPE PER �/2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12'
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1�
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
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REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
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SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
NE 28 -23 -5
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#16135 A.�GN��NE
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CITY OF SEATTLE PIPELINE R/W
#12636 8
#1264
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RIM= 386.07 RIM= 401.35
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IE 12 "CONC W= 397.85
1 2
3
#12637 #12645
#12653
LOCATE NEW 8" DI APPROX
�8' EAST OF ROW CL IN
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RIM= 387.74
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[-T • -1 4 . AA 7tP1T
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD-----SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 8 FOR TESC
AND PAVING PLAN
8 9
#12643 #12647
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DEFLECT 8 "DI PER J�
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STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
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VERT. SEP.
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367.84
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368.57
367.57
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369.06
368.06
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369.79
368.79
12'
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369.44
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373.44
12'
30
382.12
381.12
12'
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382.28
381.28
12"
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383.69
382.69
12"
33
399.42
398.42
12"
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370.21
369.21
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385.06
384.06
12'
36
383.09
382.09
12'
Q
383.85
382.85
12'
38
386,82
385.82
12'
Recommended for Approval
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LOCATE NEW 8" DI APPROX
8' NORTH OF ROW CL IN
PAVED AREA
15
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EX. 40' PSE GAS 60"0 CONC. WATER ',� SPU PIPELINE 40LF -14" PVC A
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8' NORTH OF ROW CL IN
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9' SOUTH OF ROW CL IN
PAVED AREA
0 50 0
///
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CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
PLAN NOTES
6
IE
12 CMP E= 404.24
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9
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O4
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
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Q5
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
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12 "CONC S= 403.64
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#12665
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID- STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
#12677
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393.22
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#16117
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IE 12 S= 402.82
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LOCATE NEW 8" DI APPROX MATCHLINE SHT, 19--
8' NORTH OF ROW CL IN
PAVED AREA LOCATE NEW 8 ° DI APPROX
9' SOUTH OF ROW CL IN
PAVED AREA
0 50 0
///
.A%///�'////
A-_
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
IE 12 "CMP E= 418.66
IE 12 "CMP SW= 418.41 7
4 #12847
#12831
SEE DETAIL /"O'4
STA.23 +33, 7'LT 2�
1 -8" 11.25' BEND (MJxMJ)
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 9 FOR TESC
AND PAVING PLAN
11
#12848
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#12855
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#12851
1 -4" STD B.O. ASS'Y
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W -10 ON SHT. 22
STORM DRAIN CROSSING INFORMATION
PLAN NOTES
1Q
INSTALL 5 -1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
Q
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O4
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
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Q5
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE & REMOVE VALVE BOX. FILL VOID WITH CDF 8 NOT PATCH AS REQUIRED.
404.46
NOT USED.
Q$
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09
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12"
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1�
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*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID- STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
IE 12 "CMP E= 418.66
IE 12 "CMP SW= 418.41 7
4 #12847
#12831
SEE DETAIL /"O'4
STA.23 +33, 7'LT 2�
1 -8" 11.25' BEND (MJxMJ)
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
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SEE SHEET 9 FOR TESC
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11
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8
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STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT. SEP.
39
407.41
406.41
120
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404.39
403.39
12'
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404.46
403.46
12�
4Q
412.14
411.14
12"
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419.12
418.12
12"
4Q
428.80
427.80
12"
<8>
394.22
393.22
120P
4Q
402.29
401.29
12w
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RIM= 371.07
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EX.36 "SD
IE 12 SE= 374.64
I10 0 3
IE 24 "CONC E= 370.07
IE 24 CONC SW= 370.27
IE 36 "CONC E= 365.49
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IE 8 "CONC SW= 366.27
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IE 24 CONC SW= 370.27
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IE 12 "CONC S &E (UNDER CB) 370.32
7
#16150
19 20
112700 STA.14 +01, 8'LT #12704
1 -8" 90' BEND (MJxMJ)
RELOCATE BUSH.
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PROPERTY OWNER
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>9 RIM= 370.45 = M
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15
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2 -12" GV'S (FLxMJ) -- c I o 1 w -
1- 12 "x8" RED. (FLxFL) 13
1 -8" GV (FLxMJ) #16331 ss 1
- LOCATE NEW 8" DI APPROX
8' SOUTH OF ROW CL IN
2 PAVED AREA
CB #16310
RIM= 370.68
IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
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SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
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BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
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#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ---- SD----- SD- - - - -SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q5 ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6 CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
* REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W! CARSON LID MARKED "WATER' AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
W- 380506
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1- 12 "x8" RED. (FLxFL) 13
1 -8" GV (FLxMJ) #16331 ss 1
- LOCATE NEW 8" DI APPROX
8' SOUTH OF ROW CL IN
2 PAVED AREA
CB #16310
RIM= 370.68
IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
6 n n, r,� 59 m
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IE 12 CONC NW= 373.82
�� IE 24 "CONC S= 372.02
SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
r Q
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
� -----------
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#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ---- SD----- SD- - - - -SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q5 ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6 CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
* REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W! CARSON LID MARKED "WATER' AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
W- 380506
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SHEET 18 OF 24
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IE 8 "ADS E= 367.98
IE 8 "CONC W= 367.98
3
#16316 LOCATE NEW 8" DI APPROX
8' EAST OF ROW CL IN
PAVED AREA
4
#16322
12 CB ► Il 0 5 LOCATE NEW 12" DI APPROX
#12604 RIM= 371.69 I r - CB #12708 13' NORTH OF ROW CL IN
IE 8 "PVC E= 370.09 I r
I j RIM= 372.29 PAVED AREA Vl� 5 I , IE 8 "PVC W= 37 .49
6 n n, r,� 59 m
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34LF- 12'9DI RIM= 378.52 J p t N
-w_
IE 12 CONC NW= 373.82
�� IE 24 "CONC S= 372.02
SE 164TH IE 24 "GONG W= 371.82
ST. �,� #12511 10
iii• I 8
#16402 #12519 I
uJ WM LOCATED ON TA.13 +08 8'RT 1
T c I 125TH AVE. SE 1 -12" 22.5• BEND (MJxMJ) #16405
.IL I WM LOCATED ON
W 126TH AVE. SE
N
r Q
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
CONNECT TO EX. ( 5
SYSTEM PER DETAIL 21
CB
1 RIM= 374.33
#12603 IE 8 "CONC S= 371.83
2
#12609
CONNECT TO EX. ( 6
SYSTEM PER DETAIL 21
Z-52LF -12 "DI
NEW SDMH
(NO ELEV. INFO
AVAIL. YET)
� -----------
- - =-
° 3 oc103LF -12 "D I = cn
N I w
3 'J
U
Q
3 4 5
#12615 #12701 #12705
STA.12 +83, 131T
1- 12 "x8" TEE (MJXFL)
1 -8" GV (FLxMJ)
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ---- SD----- SD- - - - -SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q5 ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6 CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
* REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W! CARSON LID MARKED "WATER' AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
W- 380506
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EXISTING UTILITIES SHOWN ARE FROM
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CONNECT TO EX. ( 5
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1 RIM= 374.33
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1 -8" GV (FLxMJ)
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ---- SD----- SD- - - - -SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
SEE SHEET 10 FOR TESC
AND PAVING PLAN
STORM DRAIN CROSSING INFORMATION
XING # SD PIPE IE TOP OF WM VERT. SEP.
<48 > 368.51 367.5t 12'
<0> 365.54 364.54 12"
50 370.71 369.71 12'
51 372.11 371.11 12'
Q367.86 366.86 12'
<53 > 370.31 369.31 12"
O370.28 369.28 12"
Q374.59 373.59 12"
O374.33 373.33 12'
Q372.51 371.51 12'
O 366.51 365.51 12"
59 370.39 369.39 12"
RecornrnPnried for Approval
By
PLAN NOTES
0 INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q5 ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6 CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
* REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W! CARSON LID MARKED "WATER' AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
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PLAN NOTES
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02 NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
0 FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
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Q5 ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6 CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
O7 NOT USED.
O$ MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
O9 DEFLECT DI PIPE PER %2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
1� MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
* REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W! CARSON LID MARKED "WATER' AND RECONNECT NEW
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BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
NE 28 -23 -5
MATCHLINE SHT. 17
1 6 I W
#12712 2 B
4 3 5 #16135
#12720 1
1
CB #12728 #14 #12740 RIM= 399.18 1 I W
CID RIM= 382.21 IE 12 "CONC N= 396.18 3 _ ' 2
T__ IE 8 "CONC SW= 380,31 IE 8 "CONC E= 396.48 1 > #16134
s
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APPROX 10' EAST OF
IE 12 "CONC S= 396.13
p
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#12762
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2 Q 5
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4
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X.6* AC
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SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
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IE 8 "CONC NW=
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#12733 4 5
0
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#12725
#12741 #16305
LOCATE NEW 8" DI APPROX
7' NORTH OF ROW CL IN
PAVED AREA
12
#16317 6
#16315
13 11
#16312
#16321
63
1-4" STD B.O. ASS'Y - - 7
(IN PAVING) PER DET, 3 #16323 C
W -10 ON SHT. 22 �� _IU ��� RIM= 389.10
Q i IE 12 "CONC N= 386.80
W IE 8 "CONC E= 387.20
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4
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#12715 #12723 3
#1273
LOCATE NEW 12" DI APPROX
13' NORTH OF ROW CL IN
PANED AREA
STA,15 +85, 13'LT
1- 12 "x4" TEE (MJXFL)
1 -4" GV (FLxMJ)
LOCATE NEW 4 DI
'
APPROX 10' EAST OF
I'
ROW CL IN PAVED AREA
'
8
I�
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#12770
#12762
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101E 8 "CONC S= 373.15
6 #12754
O$
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2 Q 5
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
4
`-�-w
- W-
- W
- -- -- ==
X.6* AC
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SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
16 o -- - --
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380.76
- EX.24 SD
Vi
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-
3
3 E 164TH ST.
3
SDMH
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SDMH
IE 8 "CONC N=
372.42 RIM= 384.29
IE 24 "CONC E=
369.82 IE 12 "CONC N= 376.79
IE 12 "CONC S=
372.42 IE 8 "CONC NE= 379.79
IE 36 "CONC W=
369.72 IF 24 "CONC E= 375.59
IE 8 "CONC NW=
372.42 IF 24 "CONC W= 375.49
Z
5 6
4
#12759 #12767 '
#12751
W
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#16312
6
#16318
CB
RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
PLAN NOTES
1Q
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
�2
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
03
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
O
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
05
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE &REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
Q
NOT USED.
O$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
09
DEFLECT DI PIPE PER Y2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12"
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID - STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
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6
#16318
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RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
Nip
i
TOP OF WM
VERT, SEP.
O
379.28
378.28
12"
61
394.26
393.26
12"
Q
396.68
395.68
12"
63
387.25
386.25
12"
O372.98
371.98
12"
Q
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#16312
6
#16318
CB
RIM= 389.34
IE 8 "CONC W= 387.44
7
#16324
LOCATE NEW 8" DI APPROX
7' EAST OF ROW CL IN
PAWED AREA
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT, SEP.
O
379.28
378.28
12"
61
394.26
393.26
12"
Q
396.68
395.68
12"
63
387.25
386.25
12"
O372.98
371.98
12"
Q
378.25
377.25
12"
O
380.76
379.76
12"
8
CB #16332
RIM= 383.56 STA,19 +18, 13'LT
IE 8 "CONC SW= 381.26 1 -12" GV (MJxMJ)
�I
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19+00
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#12801 I
8
#16407
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IE 24 "CONC W= 376.60
- IE 12 "COR S= 380.02
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II - -
CONNECT TO EX. r7
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w
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I
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE.-----SD - - - - - SD - - - - - SD
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
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SEE SHEET I I FOR TESC
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I 23LF -8 "DI
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5 66
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1 �o
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DRAW 1 NG B5.056
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STA.10 +32, 27'LT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, REMOVE EX.
90' BEND & CONC. BLOCKING AS REQ'D.,
\ q I AND CONNECT TO EX. 8 DI WATER MAIN W/
CONC. BLOCK + \ W 1 -8;; 45' BEND (MJxMJ)(ROTATE AS REQ'D.)
WALL _ 1 -$ DI SPOOL (LF AS REQ'D)
+ \
N \ 1 -8" SLEEVE (MJ)
i
tLu� S SWAB AND DISINFECT PIPE AND FITTINGS
I BUJ H PRIOR TO CONNECTION.
WV CAP EX. 6 "AC
I 4 �?^� RS
cti _ 5
N N ��
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CB SDMH X. 6~
I _f 1 -4" TEMP. BO ASSY.
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— ss—_ D/
o �' ��� SE '--SS_`o CONC. CURB & GUTTER
�T H ST ' -SS-
21' -8 "DI STA.10 +47, 12'LT
1 -8" 45' BEND (MJxMJ)
(ROTATE AS REQ'D.)
CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 158TH ST.
SEE SHT. 13 FOR LOCATION
12LF -8 "DI
\ ul
s�
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STA.10 +08, 10'RT
1 -8" 90' BEND (MJ:
1 -8" GV (FLxMJ)
t
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1�
STA.30 +59, 1O'L'1
1 -8" 11.25' BEND (MJxMJ)
STA.10 +20, 10'RT
1 -8 "x8" TEE (MJxFL)
1 -8" GV (FLxMJ)
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DETAIL
8 "DI UNDER
EX. 6 "AC
INT. SE 158TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
�����IIIIIIIIIIII�IIIIII III
10 V.
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 -424 -5555 or 811
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
SW & SE 21 -23 -5
CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 160TH ST.
SEE SHT. 13 FOR LOCATION
-o
L
S �
STA.15 +83, 14'RT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CONNECT TO EX. 8 "PVC WATER MAIN W/
1 -8 "x8" TEE (MJxMJ)
1-8 to PLUG (MJ)
1 -8" 90' BEND (MJxMJ)
2 -8" DI SPOOLS (LF AS REQ'D)
1 -8" TRANS. CPLG. (DIxPVC)
10'— 8 "DI
io STA.15 +71, 20'RT
N\ AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CAP EX. 8 "PVC CONNECT TO EX. 8 "PVC WATER MAIN W/
5 iNV Ex g "PVC 1-8"x8- TEE (FLxFL)
WV —w _ — —w- 3 -8" GV'S (FLxMJ)
22'-8 DI 6
1�ft I !ESE 159TH ST 2 -8 DI SPOOLS (LF AS REQ'D)
SSMH _ _S 1 -8 TRANS. CPLG. (DIxPVC)
-- SS - - -SS— SWAB AND DISINFECT PIPE AND
j FITTINGS PRIOR TO CONNECTION.
/ CO) 3\ P__ - - --
% 1 -4" TEMP. BO ASSY.
co
W S TA.15+ 53, 20'R T
8 "DI UNDER 1 -8" 45' BEND (MJxMJ)
EX. 8 "PVC
5 CONNECTION DETAI L
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ----- SD----- SID ----- SD-- - - -SD-
INT. SE 159TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
1-4" TEMP. BO ASSY.
1O
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
VERT. SEP.
5
N
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
"DI
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
CAP EX. 6
CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
6 A _ -
NOT USED.
Q$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER �/2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
Co
�0
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REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
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MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
CB SD _, -SD--
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STA.10 +67, 9'LT
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7_ ;;��
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CONNECT TO EX. 8 "DI WATER MAIN W/
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SSMH
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FITTINGS PRIOR TO CONNECTION.
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CONNECTION DETAIL
INT. 123RD AVE. SE AND SE 160TH ST.
SEE SHT. 13 FOR LOCATION
-o
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STA.15 +83, 14'RT
AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CONNECT TO EX. 8 "PVC WATER MAIN W/
1 -8 "x8" TEE (MJxMJ)
1-8 to PLUG (MJ)
1 -8" 90' BEND (MJxMJ)
2 -8" DI SPOOLS (LF AS REQ'D)
1 -8" TRANS. CPLG. (DIxPVC)
10'— 8 "DI
io STA.15 +71, 20'RT
N\ AFTER PRESSURE & PURITY TEST
ACCEPTANCE & MAIN FLUSHING, CUT IN &
CAP EX. 8 "PVC CONNECT TO EX. 8 "PVC WATER MAIN W/
5 iNV Ex g "PVC 1-8"x8- TEE (FLxFL)
WV —w _ — —w- 3 -8" GV'S (FLxMJ)
22'-8 DI 6
1�ft I !ESE 159TH ST 2 -8 DI SPOOLS (LF AS REQ'D)
SSMH _ _S 1 -8 TRANS. CPLG. (DIxPVC)
-- SS - - -SS— SWAB AND DISINFECT PIPE AND
j FITTINGS PRIOR TO CONNECTION.
/ CO) 3\ P__ - - --
% 1 -4" TEMP. BO ASSY.
co
W S TA.15+ 53, 20'R T
8 "DI UNDER 1 -8" 45' BEND (MJxMJ)
EX. 8 "PVC
5 CONNECTION DETAI L
NOTE: CONTRACTOR SHALL TV ALL STORM
DRAINS, BEFORE AND AFTER CONSTRUCTION,
WHICH ARE HIGHLIGHTED ON PLANS, AS
SHOWN HERE. ----- SD----- SID ----- SD-- - - -SD-
INT. SE 159TH ST. AND SE 160TH ST. SEE
SHT. 15 FOR LOCATION
STORM DRAIN CROSSING INFORMATION
PLAN NOTES
1O
INSTALL 5-1/4" MVO FH ASSY. PER DETAIL W -5 OR W -7 ON SHEET 22.
VERT. SEP.
NEAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
Q3
FAR SIDE WATER SERVICE AND NEW METER BOX W/ EX. METER*
�4
REMOVE EX. FH ASSY., VALVE BOX AND ASSOCIATED BOLLARDS AFTER NEW WATER MAIN IS IN
SERVICE, SALVAGE EX. FH ASSY. TO THE DISTRICT. REMOVE EXISTING PIPE FROM GV TO F.H.
Q
ABANDON EX. AC WM IN PLACE BY COMPLETELY FILLING WITH CDF PER DISTRICT REQUIREMENTS.
Q6
CLOSE EX. GATE VALVE 8 REMOVE VALVE BOX. FILL VOID WITH CDF 8 HOT PATCH AS REQUIRED.
435.20
NOT USED.
Q$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
Q9
DEFLECT DI PIPE PER �/2 MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
Co
�0
0
REMOVE EX. BO ASSY. PER DISTRICT REQUIREMENTS.
V)
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
*
REMOVE EXISTING WATER SERVICE AND METER BOX. INSTALL NEW 1 -INCH WATER SERVICE WITH
MID-STATES PLASTIC HDPE METER BOX W/ CARSON LID MARKED "WATER" AND RECONNECT NEW
SERVICE TO EXISTING CUSTOMER SERVICE LINE PER SCWSD STANDARD WATER DETAILS.
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT. SEP.
O372.57
372.47
12"
O373.10
Y
m
372.10
12"
C
cv
435.20
434,20
12"
SANITARY SEWER CROSSING INFORMATION
XING #
TOP OF SS
BTAd OF WADI
VERT. SEP.
O369.1
371.7
2.6'
NOTE: ALL MECHANICAL JOINT (MJ) FITTINGS
SHALL BE RESTRAINED WITH MEGALUGS OR
APPROVED EQUAL, OR AT THE DISCRETION
OF THE DISTRICT FIELD REPRESENTATIVE.
NEW
9'— 8 "DI
1
STA.13 +41, 10'LT
1 -8" 45° BEND (MJxMJ)
STA.13 +48, 4'LT
STA.13 +71, 12.5RT
1 -8" 45' BEND (MJxMJ)
13'— 8 "DI
DETAIL
18„
INT. 123RD PL. SE AND SE 160TH ST. SEE
SHT. 13 FOR LOCATION
STA.13 +85, 10'RT
1 -8 "x4" TEE (FLxFL)
2 -8" GV 'S (FLxMJ)
1 -4" GV (FLxMJ)
Recommended for Approval
By e
COM -LINE POTHOLED LOCATION
41" TO TOP OF 4" DUCT
(EX. 6 91 AC W. CROSSES UNDER DUCT) 5
CONC. CURB
& GUTTER��
�\
WATER PIPELINE POTHOLED LOCATIONS `�� ����Q 1.1 ,,O\
CRPL #3 - 53" TO TOP OF 66 PIPE y�� ��
CRPL #1 - 49" TO TOP OF 66 PIPE `� � �.. `°,� ��' A%. CRPL #2 58 TO TOP OF 51.5 PIPE �\ `.\\ /.0�
(M.I. 36 CONC. PIPELINE CROSSES
UNDER CRPL #2 - 114 TO TOP OF PIPE)
NOTE: CONTRACTOR SHALL COORDINATE
CROSSING OF EX. CRPL WATER MAINS WITH
SPU PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL DEFLECT DISTRICT MAIN AS NECESSARY
TO MAINTAIN 12" MIN. VERT. CLEARANCE OVER
CRPL WATER MAINS.
CONTACT: WAYNE SMITH, SPU OPERATIONS @
(206) 684 -3833
48 HRS. BEFORE WORKING NEAR THE PIPES
INSTALL FH ® HIGH
POINT.
INSTALL NEW 8 "DI
A `` `` � %' UNDER COM LINE DUCT
EX. M.I. 36" CONC. WATER
G
EX. 51.5" STL WATER - CRPL #2
EX. 66" STL WATER - CRPL #1
EX. 66" STL WATER - CRPL #3
UTILITY CROSSING DETAIL
s CONNECTION DETAIL
PROVIDE ETHAFOAM 3
CUSHION BETWEEN WATER 21
MAINS SEE DETAIL
INT. CEDAR RIVER PIPELINE R/W AND SE 160TH ST.
SEE SHT. 15 FOR LOCATION
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PROPERTY LINE OR
ESMT. LINE
PROPERTY LINE OR SEE NOTES HYDRANT RUN:
HYDRANT RUN: �--
ESMT. LINE /,n 1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT.
1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT.
' A. USE 6 DI PIPE FLANGED SHORT RUNS ONLY
Z SEE NOTES * A. USE 6 DI PIPE, FLANGED (SHORT RUNS ONLY). 9N 36" ( )
• J w B. OR 6" DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS WITH o \ 18 18 B. OR 6 DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS NTH ONE
\ • Z � 36" ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS,
w a >r RODS, NUTS AND BOLTS AFTER INSTALLATION. NUTS AND BOLTS AFTER INSTALLATION. MEGALUGS CAN BE ZO
/
_`7" r a v O 18 MEGALUGS CAN BE PROVIDED IN LIEU OF TIE RODS. �� PROVIDED IN LIEU OF TIE RODS. _
cy-
WITH SIDEWALK: METER WITH CURB: METER - ` --� Q.
j .. \ \ a. I 4 HYDRANT: O HYDRANT: a
/ ' l . LOCATED 1 BEYOND OR LOCATED 1 BEYOND OR ''� 1. SHALL BE CLEANSED & PRIME COATED WITH HEAVY DUTY
\ I- \ AS DIRECTED BY DIST. AS DIRECTED BY DIST. z BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS 1. SHALL BE CLEANSED & PRIIME COATED WITH HEAVY DUTY BRUSH U
SHALL BE PAINTED YELLOW. TWO TOP COATS SHALL BE TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE IJ) Z
OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. PAINTED YELLOW. TWO TOP COATS SHALL BE OIL RESISTANT O
HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE ENAMEL, BRUSH TYPE OR APPROVED EQUAL.
FROM HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS. 6" THICK CONC. PAD 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE FROM
3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT FIRE HYDRANT IN CUT HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS.
�
18" MIN. 6" THICK CONC. PAD (18" RADIUS). SLOPE AWAY W/ BRUSH FINISH. � �
% 3' MIN. COVER 10" MAX. 4. INSTALL STIMSONITE MODEL 88 -A BLUE REFLECTIVE 36" 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT (18
\ FIRE HYDRANT IN CUT PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF THE RADIUS). SLOPE AWAY W/ BRUSH FINISH.
/ 3 MIN. COVER CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE 18 18 4. INSTALL STIMSONITE MODEL 88 -A BLUE REFLECTIVE PAVEMENT
•, \ -/ \ ANGLE CURB STOP W LOCKWING 36" WITH THE HYDRANT. MARKER, OR EQUAL, ON HYDRANT SIDE OF THE CENTER LINE OF
18" • THE ADJACENT STREET IN DIRECT LINE MATH THE HYDRANT.
CLASS 200, HI -MOL 1" PLASTIC WATERMAIN SERVICE SADDLE NOTES: O W
PIPE, AS APPROVED BY SCWSD; AND CORPORATION STOP (SEE
1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE * NOTES:
� .:' -.'•- EXPANSION LOOPS MUST BE STANDARD DETAILS W -15 AND Q NECESSARY IN CUT OR FILL AREAS. *SEE NOTES p
HELD FLAT AS POSSIBLE W- 20) 1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE
\ �\ ,\ /\ ,'•. ,\ ) 2. NO GUARD POSTS. h NECESSARY IN CUT OR FILL AREAS.
`�,. ` `,,.. - ':' / * SEE NOTES
/.
�' � 2. NO GUARD POSTS. m
`
ROADWAY WITH CURB AND GUTTER AND /OR SIDEWALK 4� , - 6" THICK CONC.
TEE OFFSET PLUGGED CROSS y�� / / o . PAD Z
6" THICK CONC.
/ PAD ry
2 -1" BARS I I o // 4�
r w / 18" 41
w Z `y FACE OF VERTICAL /
J �" /
3' MIN. 8' MIN.
w ~ / TYP.: 6' TO 9' CURB Z
' Z w VERTICAL " " FIRE HYDRANT IN FILL EXCEPT IN 10' MAX. W
■; MIN.: 3' -0" 18 -24 CAST IRON CUT /FILL
` •� - : / a O VALVE BOX W/ LID ASPHALT PAD PER.
• o � ,/4" RAKE FIRE HYDRANT LOCATION STD. DETAIL W -13
r• /< r� / , :.:r•,;� d 6" THICK I z MARKED "WATER" N Q
IN CUT OR FILL CRUSHED ROCK a
` \� �\ •\ r\ i / d I CONC. PAD APPIROVEDOBYODIS DISTRICT FIRE HYDRANT IN FILL
APPROVED
�/ 24 (TYP) r SIDEWALK VERTICAL KING CO. p
3' MIN. COVER FIRE HYDRANT LOCATION 6" MAx` I CULVERT j 0 1/4" RAKE I CULVERT o
3" MIN. 6" THICK CONC. I a EX. DITCH W
VERTICAL BEND ALTERNATE PLUGGED CROSS IN CUT OR FILL PAD
VARIABLE 6" GATE VALVE i ti 18 " -24" CAST IRON
VERTICAL BEND i I I FILTER FABRIC , J MAX. ••- Z � �
8 N (ALL AROUND)
6 _ii VALVE BOX W/ LID DT
10" (MAX. w I I 3" MIN. � �J MARKED WATER"
• // _ CL 52 6" D.I. PIPE I � �
3' MIN. COVER 18" 00 I ° a 6" THICK CONC. PAD - APPROVED BY DISTRICT G`SOI� W.
VARIABLE SERIES 9406 OR AS G
ANGLE CURB STOP W/ LOCKWING I I I w Y FILTER FABRIC -
_ ' � ts�
STEEL SHIM PLATE CD -+- I N o O (ALL AROUND) CL u 6- D.I_ �' ♦ W
CLASS 200, HI -MOL 1 PLASTIC
< � ° rn z
1
THRUST BLOCK I U • 3
j WATERMAIN SERVICE SADDLE c Y D I w GL C) E- a
''• - • .. � CONCRETE � w
PIPE. EXPANSION LOOPS MUST AND CORPORATION STOP (SEE _ ; < 1/2 YARD 1 1/4 4 "x8 "x16" MIN. 00 i w } 6" GATE VALVE cs0� �U
% NOTES: BE HELD FLAT AS POSSIBLE. STD. DETAILS W -15 & W -20). WASHED ROCK CONCRETE BEARING BLOCK I w CONCRETE `' �.
THRUST BLOCK
1. ALL CONCRETE FOR BLOCKING SHALL BE A ROADWAY WITH DITCHES "
FIRE � � 1/2 YARD 1 1 /4 4x8 x16 MIN.
BLANK PLUG FIVE (5) SACK MIX. " THICK HYDRANT I I 1 ° WASHED ROCK CONCRETE BEARING BLOCK SI B 4
NOTE: PAD C CONC ENDS OF CULVERT
2. ALL BLOCKING SHALL BE POURED AGAINST METER BOX SUPPLIED BY DEVELOPER OR TO BE BEVELED L
FIRE HYDRANT ASSEMBLY PER KING COUNTY
PLUGGED END FOR FIRM, UNDISTURBED EARTH. CONTRACTOR; METER BOX SHALL BE PER FIRE HYDRANT PLAN VIEW ROADS STANDARDS
FUTURE EXPANSION STANDARD DETAILS W -17 AND W -18. 1987 (DETAIL
DWG. N0. 11) �I FIRE HYDRANT ASSEMBLY :,
PLAN VIEW A � N co
w ° -
TYPICAL ROADWAY SECTIONS FIRE HYDRANT 8cf; NN • )
Kow`� CONCRETE BLOCKING DETAIL, w FOR RESIDENTIAL SUBDIVISIONS. ASSEMBLY-VERTICAL CURB FIRE HYDRANT ASSEMBLY W a Q w
Q.,00j > _> Z W 0
NTS 2 NTS 5 NTS RAVEL H W?- 3 2
w G S OULDER �a a 0 Q W m
7 NTS oQ aQ o o u
E
8" ADAPTER (FLXMJ) H „ obi Y
8 ADAPTER (FLXMJ) 4 ADAPTER (FLXMJ) Q n; ao
8 "x4" TEE (FLxFL) I „ „ A p
8x4 TEE (FLxFL) E 4x4 TEE (FLxFL) 4-1 -1
36 "0x4" THICK F 3
CONCRETE PAD - - ' . • O v
` - 3 u z a
' = VALVE MARKER POST
(SEE DETAIL) ` \� _ �'
i _ \� 00
C B �\ _0 00 Y
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cn
- -- \ THRUST BLOCK (TYP) - -7J61 M fV
LLj
DI PIPE ( SEE DETAIL fs� • Z v
MANHOLE RING & COVER, _ THRUST BLOCK (TYP.) ' -- MANHOLE RING & COVER, THRUST BLOCK (TYP.) cn
OLYMPIC FOUNDARY N0. .J. SEE DETAIL MANHOLE RING & COVER, THRUST BLOCK (TYP.) OLYMPIC FOUNDARY N0. •�-I •r_ o z a
MH30A D/T MARKED BLIND FLANGE .':` ;.. ( ) OLYMPIC FOUNDARY NO. (SEE DETAIL) MH30A D/T MARKED
BLIND FLANGE (SEE DETAIL) � IZ
"WATER" w/ 4" MH30A D/T MARKED BLIND FLANGE
PLACE BRICKS : '� ' NOTE: PLAN "WATER" w/ 4" PLACE BRICKS
CONCRETE GRADE RING . : ALTERNATIVE 8%4" "WATER" w/ 4" NOTE: F CONCRETE GRADE RING BETWEEN THRUST
ALTERNATIVE 8 "x4"
BLOCK & BLIND FLANGE
BETWEEN THRUST .: "� -' •' = =' �•`'• • • � TEE (MJxMJ) W/ CONCRETE GRADE RING PLACE BRICKS E
BLOCK & BLIND PLUG, SUBJECT TO BETWEEN THRUST TEE (MJxMJ) W/
FLANGE BLOCK & BLIND PLUG SUBJECT TO PLAN Z
FUTURE EXTENSION VALVE MARKER POST FLANGE '
PLAN &GATE VALVE. FUTURE EXTENSION
(SEE DETAIL) & GATE VALVE. `/r /� - Lu N
PLAN CURB 4" SCH. 120 PVC PLUG - `
B /� w 3' -0" THREADED FLANGE
CURB 4" SCH. 120 PVC PLUG 36 "0x 4" THICK ( o _ MIN.
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3'- 0 THREADED FLANGE D G �`'
MIN. ( _ • •
,•. 4" SCH. 120 PVC PLUG ' ' • • • • • • V
_ :� 1 . , • • • , ' • • . ; • • . • . ' • THREADED FLANGE 0 0 0
18 " -24" CAST IRON >
• -
VALVE BOX W/ LID (D U �.
w ° MARKED WATER
18"-24" CAST IRON > C W
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VALVE BOX W/ LID U / 18 -24
,.� I I \ 0 0 '� APPROVED BY DISTRICT � J
MARKED "WATER" Z I I � � A * 4" ADAPTOR (FLxMJ)
SERIES 9406 OR AS � I I " " w „ � � Z Q
18"-24" APPROVED BY DISTRICT I I 18" CAST IRON >> 4 D.I.P. RISER W Ch W I•-
4" ADAPTOR (FLxMJ) 0 0 I I VALVE BOX W/ LID to U SHACKLE RODS (TYP) w W
" I I MARKED WATER `o �
4 D.I.P. RISER o o L SERIES 9406 OR AS z NATION 4" 90' BEND (MJxMJ) " " W N w 0
18 -24 APPROVED BY DISTRICT ELEVATION 4" D.I.P. 4x4 TEE (FLxFL) (n �-
SHACKLE RODS (TYP) O
0 0 4" ADAPTOR (FLxMJ) 15
4" 90' BEND (MJxMJ) 0 0 o o SHACKLE RODS 4" G V F M w
PART NO.
4" D.I.P.
8"x4" TEE (FLxFL)
4 D.I.P. RISER
0 0
SHACKLE RODS (TYP)
6"
8"
SHACKLE RODS
4" G.V. (FLxMJ)
4"
90' BEND (MJxMJ) 0 0
8"
B
C
OR MEGALUGS
4"
4"
6"
6"
o 0
D
RISER D.I.P. x LENGTH AS REQ'D
4"
6"
8"
8 "x4" TEE (FLxFL)
MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT
4"
ELEVATION
8"
m
4" D.I.P. _/
0
D
F
PLASTIC PLUG
SHACKLE RODS 4" G.V. (FLxMJ)
4"
NOTES:
G
BLIND FLANGE (AFTER FLUSHING, REMOVE
OR MEGALUGS
6"
1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN,
OR AS DIRECTED BY DISTRICT.
NOTES:
ELEVATION
V
2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE
GRADED UNIFORMLY.
SIZE
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
* TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
3.
COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
c
INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU
OF SHACKLE RODS.
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
4.
COVER ON BOX MUST BE LOCKING TYPE.
Q
COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
5.
NO MARKING POST NEEDED.
INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU OF SHACKLE RODS.
PART NO.
PART DESCRIPTION
BLOW OFF SIZE
4"
6"
8"
A
D.I. TEE (FL x MJ) BRANCH SIZE *
4"
6"
8"
B
C
G. V. (FL x FL)
90' BEND (FL x MJ)
4"
4"
6"
6"
8"
8"
D
RISER D.I.P. x LENGTH AS REQ'D
4"
6"
8"
E
MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT
4"
6"
8"
m
(3" IPT FOR 4" BLOW OFF)
0
D
F
PLASTIC PLUG
3"
4"
4"
G
BLIND FLANGE (AFTER FLUSHING, REMOVE
4"
6"
8"
1.
GATE VALVE & RISER)
1--
V
H
MJ PLUG
MAIN
SIZE
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
* TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
ALTERNATIVELY D.I. TEE (MJ x MJ) WITH PLUG, SUBJECT TO FUTURE
EXTENSION & GATE VALVE.
° ° ° °`R ON a °" MUST BE ` °` "' "` TYPE. w 4" MAINS -IN PAVING p
4" BLOWOFF ASSEMBLY FOR 4" BLOWOFF ASSEMBLY FOR 41116" OR 8" TEMP. NTS cn 1
rw"� 8" AND LARGER MAINS -IN PAVING. w 8" AND LARGER MAIN -OFF PAVING w BLOWOFF ASSEMBLY .PERMIT SUBMITTAL �SE �P 10 STS 11 NTS 11A NTS 22 � 24
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OR MEGALUGS ( Lx J)
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NOTES:
ELEVATION
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1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
1--
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W
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2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
Q
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
In-
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COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
Z
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INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU OF SHACKLE RODS.
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4.
COVER ON BOX MUST BE LOCKING TYPE.
W
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5.
NO MARKING POST NEEDED.
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4 BLOWOFF ASSEMBLY FOR
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° ° ° °`R ON a °" MUST BE ` °` "' "` TYPE. w 4" MAINS -IN PAVING p
4" BLOWOFF ASSEMBLY FOR 4" BLOWOFF ASSEMBLY FOR 41116" OR 8" TEMP. NTS cn 1
rw"� 8" AND LARGER MAINS -IN PAVING. w 8" AND LARGER MAIN -OFF PAVING w BLOWOFF ASSEMBLY .PERMIT SUBMITTAL �SE �P 10 STS 11 NTS 11A NTS 22 � 24
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ROMAC 101 -S POLYETHYLENE PLASTIC
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STAINLESS STEEL PIPE WITH FORD NO. 72
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STRAP SADDLE STIFFENER INSERTED IN
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MINIMUM MINIMUM
EXIST. A/C EXIST. A/C
6" 6„
SOIL PIPE
(LENGTH AS REQUIRED)
JOINT COUPLING H 15 54 200
WATERMAIN WATERMAIN
FRONT SIDE FRONT
CLASS 52
4
VALVE MARKER POST BLOW -OFF ASSEMBLY
L
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WATER MAIN
SANITARY SEWER �\
OR OTHER UTILITY , O
VALVE MARKER POST WILL BE MARKER POST
00
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REQUIRED UNLESS VALVE IS IN _ AUNLESSOBLOW -OFF
PAVEMENT AND TOP OF VALVE
PLAN
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BE REQUIRED
BOX IS AT FINISHED GRADE.
O
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IS IN PAVEMENT.
4 1/4" DIA. X
1/8" MIN. THICKNESS
CORPORATION STOP COMPRESSION
PACK JOINT
COUPLING
NOTES:
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-
lO COUPLING: ASBESTOS CEMENT (A /C) BY DUCTILE IRON
2" HMA PAVING
a �,
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1" METAL STOCK
LENGTH AS REQUIRED
( )
WA TER SER�CE
(DUCTILE IRON ROMAC STYLE 501 OR EQUAL).
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MATCH EXISTING GRADE::::
2 DUCTILE IRON PIPE, CL. 52, DIAMETER TO MATCH EXISTING A/C.
O I I 1 CLEAR
o
O3 BACKFILL EXISTING A/C AND COUPLING WITH PEA GRAVEL TO 1 ABOVE PIPE.
4O BACKFILL UNDER THE WATERLINE WITH CRUSHED ROCK COMPACTED TO 95%
10 °t STIFFENER INSERT
MDD, OR CONTROLLED DENSITY FILL (CDF) PER GOVERNING ROAD AGENCY
REQUIREMENTS.
_ _ _ _ _ - --�- -- - ( 18 " -24" CAST IRON
PROTECTIVE PAD � VALVE BOX W/ LID
MARKED "WATER"
I
Lij
-
ROMAC 101 S
1�DT*
O5 BACKFILL OVER THE TOP OF THE WATERLINE NTH CRUSHED ROCK COMPACTED
SERIES 9408 OR AS
I - APPROVED BY DISTRICT
STAINLESS STEEL
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TO 959 MDD, OR CONTROLLED DENSITY FILL (CDF) PER GOVERNING ROAD
AGENCY REQUIREMENTS. BACKFILL OVER THE TOP OF THE WATERLINE WITH
ATERMAIN I I
2 1/4" CUBE (INSIDE MEASUREMENTS)'
1 "
� WATER MAIN STRAP SADDLE
(IPT) OR EQUAL
G�CO
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NATIVE MATERIAL COMPACTED TO 9090 MDD IF LOCATED WITHIN EASEMENT OR
/ 8 MINIMUM THICKNESS
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UNIMPROVED AREAS.
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ELEVATION
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60 A/C DISPOSAL PER CURRENT WAC AND PUGET SOUND AIR POLLUTION
CONTROL AGENCY REQUIREMENTS.
US
PROTECTIVE PAD WATERMAIN
NOTES:
Cb�S
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PLAN SECTION
LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE.
NOTES:
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EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4)
1. SERVICE LINE FITTINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS
FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2)
CONFORMING TO C800.
VALVE BOX PROTECTIVE PAD
FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE.
2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D -2239, SIDR 7, PE 3408
NOTE:
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED
(HI -MOL PLASTIC) WITH 16 GAUGE TRACER WIRE.
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MARKER POST SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT,
LETTERS SHALL BE 2" HIGH AND STENCILED IN BLACK PAINT. MARKER
WITH TWO (2) COATS OF METAL PAINT.
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MID
POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY.
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A/C WATER MAIN REPLACEMENT
VALVE BOX PROTECTION
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14 NTS
15 NTS
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PIPE, CL. 200
TO WATER MAIN I
__________ __ _ _____ TO HOUSE
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STOP
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1 MIN. - 2 MAX. FROM INSIDE 3/4 & 1 SERVICES
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TRANSFER OF SERVICE
3�5
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(TYPICAL FOR ALL SERVICES)
T-4 Q
PROVIDE NEW METER BOX (SEE NOTE 2)
COMPRESSION PACK JOINT
PLAN VIEW
ADAPTER, MUST BE CAPABLE OF
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RECEIVING 3/4" OR 1" ANGLE
FOR STANDARD 5/8 "x3/4" METER,
INITH NO ADDITIONAL
W H
FITTINGS USE 3/4" ANGLE STOP W /LOCK
WING, FORD NO. KV63 -342W OR
/ '7/77
1" HI -MOL PLASTIC PIPE, CL 200 MUELLER H -14259 SERIES.
FOR 1" METER, USE 1" ANGLE STOP
W /LOCK WING, FORD N0.
KV63 -442W OR MUELLER H -14259
6" TO TOP OF
1" MIN. - 2" MAX. FROM INSIDE ANGLE STOP
FRONT WALL OF METER BOX
MID - STATES PLASTIC HDPE METER BOX N0. BC111812BXL
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SERIES.
3/4" & 1" SERVICES
TYPICAL FOR ALL SERVICES �'
( ) ( (TYPICAL)
SINGLE SERVICE
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COMPRESSION PACK JOINT
ADAPTER, MUST BE CAPABLE OF
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RECEIVING 3/4" OR 1" ANGLE
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STOP WITH NO ADDITIONAL I
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FITTINGS I FOR STANDARD 5/8 METER,
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USE 3/4" ANGLE STOP W /LOCK
W Ch
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1" HI -MOL PLASTIC PIPE, CL. 200 WING, FORD NO. KV63 -342W OR
MUELLER H -14259 SERIES.
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NOTES
EXISTING SERVICE & FITTINGS FOR 1" METER, USE 1" ANGLE STOP
w N
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W /LOCK WING, FORD NO.
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1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE
DISTRICT.
KV63 -442W OR MUELLER H -14259
SERIES.
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2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS,
SINGLE SERVICE
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W a. Q
HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF
0 w 300
3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF
NOTES
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ASSEMBLIES.
1. BRING NEW WATER SERVICE INTO METER BOX AND INSTALL NEW ANGLE STOP, ETC. TO MATCH
VERTICAL AND HORIZONTAL ALIGNMENT WITH EXISTING FITTINGS FOR METER RECONNECTION.
"WATER"
0
W cl
3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER
CARSON LID #11184135 MARKED
cry a.
STANDARD DETAILS W -17 AND W -18.
2. DO NOT BACKFILL UNTIL BRASS FITTINGS HAVE INSPECTED Y THE
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3. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLES,
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STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF 3 FEET FROM OTHER
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WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF ASSEMBLIES.
4. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER
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STANDARD DETAILS W -17 AND W -18.
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HDPE METER BOX NO. BC111812BXL
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INSTALLATION DETAIL FOR NEW
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S ERVICE TRANSFER TO EXISTING METER
F OR 5/8 "x 3/4" METER
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16 NTS
17 NTS
PERMIT Ml AL
BASE MAP
16A NTS
SHEET 23 OF 24
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MARKED "WATER
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NOTE
UAL DISTANCE FROM THE LONGITUDINAL S BOTTOM THE
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1. THE ANGLESTOPS MUST BE EQ 6 BELOW THE
METER BOX. THE TOP OF THE ANGLESTOPB BETWEEN BE N 1" AND 2" FROM THE LATITUDINAL
METER BOX LID. THE ANGLESTOPS MUST
BE VERTICAL (90') TO GROUND LEVEL.
END OF THE METER BOX AND M - OF THE METER MUST REMAIN IN
2.
THE ANGLESTOP CONNECTION ON THE CUSTOMER'S T IDLCUSTOMER'S LINE HAS BEEN TO
A VERTICAL POSITION AFTER THE CONNECTION
COMPLETED.
FREE OF FOREIGN MATE - -RIAL SUCH AS CONCRETE &ITS
3. THE METER BOX MUST REMAIN
BY- PRODUCTS.
METER BOX SHALL BE PER
4. METER BOX SUPPLIED B Y DEVELOPER /CONTRACTOR.
STANDARD DETAILS W -17 AND W -18•
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ETER INSTALLATION
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WWAC 202 -S —
STAO&ESS S'T'EEL
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DUCTILE IRON
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CORPORATION STOP
CORPORATIC, STOP
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MUELLER H -.969
(IPT)
WATER SERVICE
POLYETHYLENE PLASTIC
PIPE WITH FORD N0. 72
STIFFENER INSERTED IN
END OF PIPE
0
COMPRESSION PACK ,JOINT,
FORD C16 -66 OR C16 -77 OR
MUELLER H15454. CL 200.
IRON PIPE SIZE
COMPRESSION
PACK JOINT
r WATER SERVICE
`L
STIFFENER INSERT
"'�—ROMAC 202 -S
STAINLESS STEEL
WATERMAIN STRAP SADDLE
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ELEVATION
Nom_
C800 WATER WORKS BRASS.
1. SERVICE LINE FITTINGS: CAST
SERVICE PIPE: IRON PIPE SIZE ID, ASTM D -2239, SIDR 7, PE 3408
2. MUNICIPAL
(HI -MOL PLASTIC) WITH 16 GAUGE TRACER WIRE.
3 CORPORATION STOP VALVE INSTALLED PARALLEL TO WATERMAIN.
WATE R SERVICE CONNECTION
W 1 1/2"AND L
20 "TS
HI-
PL�
CL.
ANGLE BALL
VALVE
METER BOX LID
ANGLE BALL
VALVE
SEE NOTE 1 —
�- STANDARD- -�
LANGES
W -3805 12
..OTE 2
ELEVATION
METER BOX LID -
METER BOX (TYP)
CENTER
UAr UK rLUU
(2' BEYOND
METER BOX)
GENERAL NOTES-:
- —"**r
METER BOX (TYP
END VIEW
N0=
1-1/2" METER = 13"
FORD CUSTOM SETTER 1-1/2": #VB876- 128 -11 -66
2 # VB677- 128 -11 -77 -1525
2" METER = 15V4"
FORD CUSTOM SETTER
NOTE 2:
METERS TO BE SUPPLIED AND SET BY THE DISTRICT.
COMPRESSION PACK JOINT:
ABOVE REFERENCED PART NUMBERS REFER TO ITEMS
BOX CO, INC. THESE OR
FOR 1 -1/2" DIA. USE FORD
-66 (PACK END I.P.S.)
MANUFACTURES BY FORD METER
EQUIVALENT F' "TINGS TO BE USED.
#C86
C N
OR EQUAL.
METER SETTER TO BE APPROVED BY THE DISTRICT PRIG
FOR 2 „ DIA. USE FORD
TO BACKFILL.
#C86 -77 (PACK END I.P.S.)
OR EQUAL.
METER BOXES TO BE SUPPLIED BY DEVELOPER OR
BOX SHA RED BY
N�3:
R BOXMANUFACT
CONTRACTOR. METER
MID- STATES MASTIC, INC. METE
METER BOXES SHALL BE INSTALLED
AS FOLLOWS:
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2 -HDPE METER BOX BOTTOMS
L!.!
NO. BCF173012B STACKED
N
UPON EACH OTHER.
1 -HDPE METER BOX LID N0.
BCF1730.
1 1/211
& 2 1' IRRIG ATION METER
n SETTERS
NO. 1
(ALTERNATE_
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