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CITY OF SEATTLE PIPELINE R/W
NE 28 -23 -5
MATCHLINE �iHT.l5
EX. 40' PSE GAS 60"0 CONC. WATER ',� SPU PIPELINE 40LF -14" PVC A
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PIPELINE EASEMENT ( APPROX. SEE UTILITY 2
(APPROX. LOCATION) �- i
r -G CROSSING DETAIL 21
n 80LF -8 "DI (RJ)
3 _ ►I S TA.11 + 26, 8'-R r
11 12 STA. 1 +00 8'LT 15 1 -8" 11.25' BEND (MJxMJ)
#12660 #12666 13 2 LOCATE NEW 8 DI I; �� #12828 14 13
14 1 -8 x8 TEE (FLXFL) APPROX 8' EAST OF II ° f' r #12840 12
#12672 #12834
#12678 15 16 3 -8" GV'S (FLxMJ) ROW CL IN PAVED AREA 16 II o '1 Cg #12844
AT " I #12684 #12690 17 #16031 J I� 0r- 0 II RIM= 422.42 CB -
LOC E NEW 8 � Cg � II RIM- 432.34
APPROX NORTH F CB #12800 18 RIM= 422.98 'i CO li / IE 4 HDPE E= 421.02 IE 8 "CMP S= 429.39
0 8 NO I 0 RIM= 409.67 #12806 1 II IE 12 CMP S= 418.92
ROW CL IN PAVED AREA >> IE 12 °cMP SE= 419.73 I � II
IE 8 CONC S= 407.7 J I�
/ IE 12 "C NW= 418.92
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3 _ -- -____� ____ __ -,_ - PRIVATE CB IE 8 "CMP N= 428.70
3 a RIM= 422.36 1 E 12 "C P - 428 47
3
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SDMH r h
RIM= 410.09 - ` � ��� ii
IE 8 "CONC N= 405.89 5L F_ 8 D E u N
3 7 I 1M 8 "x4" REDUCER (PExMJ)
54LF- 8 "DI CB
3 RIM= 423.86 5 6
#12825 IE 12 CMP N= 418.56 #12837 #12843
IQ
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.
PLAN NOTES
6
IE
12 CMP E= 404.24
"CONC'
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
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
5
#12671
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IE
8 SE= 403.60
12 "CONC S= 403.64
#16105
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#16104 #12811
MAINTAIN 5' MIN. SEPARATION, OUTSIDE TO OUTSIDE OF PIPE, BETWEEN EX. SD 8 NEW WATER MAIN.
#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
8
12"
<8>
394.22
393.22
120P
4Q
2
401.29
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IE 8 "CMP NW= 412.88
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STA.15 +90,
8'LT
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#16110
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1 -8" 90' BEND
(MJxMJ)
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RIM= 414.94
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#12660
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IE 36 "CMP N= 407.94
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#12666
12
#12678 SDMH
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IE 8 "CMP NE= 410.15
"CMP
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"CONC
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#12672
RIM= 406.34
#16117
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IE 12 E= 409.45
IE 8 "CMP SE- 409.85
r� IE 8 SW=
394.74
MAP
IE 12 "CONC N= 402.69
"CONC
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SHEET
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IE 36 "CMP S= 407.79
IE 12 S= 402.82
IE 8 "GONG NW- 403.02
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IE 12 "CMP W= 407.79
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75LF -8 DI
RIM= 405.80
"CONC
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#16116
(ENDS OF 36 &S UNK)
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IE 8 SE= 404.15
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LOCATE NEW 8 DI APPROX
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7' EAST OF ROW CL IN
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#16122 1 -8 " GV
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#16128
13
14
#12683
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RIM= 396.01
"CONC
#12665
#12671
#12677
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IE 8 NE 392.41
IE 12 "CONC W= 392.46
STA.15 +90, 8'LT
I
_C
1 -8" 90'
BEND (MJxMJ)
'
IQ
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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#12852
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#12855
8
#12851
1 -4" STD B.O. ASS'Y
(IN PAVING) PER DET.
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
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 & REMOVE VALVE BOX. FILL VOID WITH CDF 8 NOT PATCH AS REQUIRED.
404.46
NOT USED.
Q$
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.
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.
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
0,
<(\ 'i4e �O
00
oj�i 0
L�
#12852
3
3
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3
9
#12855
8
#12851
1 -4" STD B.O. ASS'Y
(IN PAVING) PER DET.
W -10 ON SHT. 22
STORM DRAIN CROSSING INFORMATION
XING #
SD PIPE IE
TOP OF WM
VERT. SEP.
39
407.41
406.41
120
<e>
404.39
403.39
12'
<8>
404.46
403.46
12�
4Q
412.14
411.14
12"
<9>
419.12
418.12
12"
4Q
428.80
427.80
12"
<8>
394.22
393.22
120P
4Q
402.29
401.29
12w
Recommended for Approval
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