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1 -4" STD B.O. ASS'Y-
(IN PAVING) PER DET.
W -10 ON SH T. 22
LOCATE NEW 4" DI
APPROX 8' EAST OF
ROW CL IN PAVED AREA
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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.
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3
#15817
1
#12404
2
#12410
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#12424
2
cB' #12430
RIM= 412.02
IE 8 "CONC S= 410.28
SE 21 -23 -5
LOCATE NEW 8" DI
3 APPROX 12' N OF ROW
#12606 CL IN PAVED AREA
4
#12612
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#12405
RIM= 411.63
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#12411 IE 12 "CONC E= 408.18 G-
IE 12
"GONG W= 408.18
6 1
#12417 #12425 2
#12431
4
PLAN NOTES
#12415
CB
5
RIM=
"CONC
394.78
#12423
IE 8 NE=
391.38
IE 12 "CONC E=
390.58
IE 12 "CONC W=
390.53
IE 8 "CONC NW=
390.58
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IE 12 "CONC W= 393.24
6 7
#12431 #12439
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1 -8 "x4" TEE (FLxFL)
1 -8" GV (FLxMJ)
1 -8" ADAPT. (FLxMJ)
1 -4" GV (FLxMJ)
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CB
RIM= 420.08
IE 8 "CONC N= 416.98
3 IE 12 "CONC E= 416.40
#12605 IE 12 "CONC W= 416.50
4
#12613
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#12620 6
CB #12628
RIM= 420.16
IE 8 "CONC S= 418.64
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#12636
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#12621
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#12627
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CB
#12633
RIM= 429.70
IE 8 "CONC NE= 425.70
IE 12 "CONC SE= 423.75
IE 12 "CONC NW= 423.75
8
#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
8
#12644
DEFLECT 8 "DI PER MAX.
MANUFACTURER'S
RECOMMENDED DEFLECTION
9
#12652
CB
RIM= 430.02
IE 4 "PVC NE= 428.92
IE 8 "CONC SW= 428.42 10
#12660
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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
AND PAVING PLAN
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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*
O3
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.
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.
427.94
NOT USED.
Q$
MAINTAIN 3' MIN. SEPARATION BETWEEN EX. GAS MAIN AND NEW DI WATER MAIN AS REQUIRED.
09
DEFLECT DI PIPE PER 1/, MAX. MANUFACTURER'S RECOMMENDED DEFLECTION
12"
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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#12620 6
CB #12628
RIM= 420.16
IE 8 "CONC S= 418.64
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#12636
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3 $�
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0
3
5
#12621
6
#12627
7
CB
#12633
RIM= 429.70
IE 8 "CONC NE= 425.70
IE 12 "CONC SE= 423.75
IE 12 "CONC NW= 423.75
8
#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
8
#12644
DEFLECT 8 "DI PER MAX.
MANUFACTURER'S
RECOMMENDED DEFLECTION
9
#12652
CB
RIM= 430.02
IE 4 "PVC NE= 428.92
IE 8 "CONC SW= 428.42 10
#12660
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3
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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
AND PAVING PLAN
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STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WAA
VERT. SEP.
10
410.01
409.01
12"
11
418.40
417.40
12"
1Q
427.94
426.94
12"
13
392.10
391.10
12"
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392.81
391.81
12"
1Q
395.47
394.47
12"
16
408.92
407.92
12"
W-3HO5O2 PERMIT SUBMITTAL
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