HomeMy WebLinkAboutMFP25002205.pdf3007487.50
G-MAG
10023
489.24
CB x
GV
10048484.02
CB
x
10052
485.33TEFW B
TALLWIDENW FACE...0.5 WIDE...0.5 TALL WOOD PLANTER WALL
10053485.87
TEFW
TALLWIDE
10054487.82
TEFW E TALLWIDE
10056487.69
FH
WV
TJR
10059486.63
PP
W/ UNDGND....OH N-S-E
WV
WV
WV
10076
486.13
CULV
12"CMP
S END 12" CMP
10079
487.54
CULV
8"CPP
E END 8" ADS
10083
486.75
CULV
8"CPP
W END 8" ADS
x
x
x
x
x
x
x xx
W W
W W W W W W W W W W
x x x x x x x x x x x x x
xxxxxxxxxxx
SDMH #10023, TYPE II
RIM EL=489.24
12"ADS(S)IE=485.42
12"ADS(N)IE=485.32
CB #10048, TYPE I
RIM EL=484.02
12"ADS(S)IE=482.12
12"ADS(N)IE=482.12
SS
SS
SS
SS
SS
SS
SS
SS
10294
486.93WPM B
10295489.03
WPM B
ARROW W
10296488.97
WPM
10297
489.05WPM E
ARROW SE
10298488.11
WPM
10299487.81
WPM
10300488.46
WPM
10305
488.08
GA 10306
488.31
PP
OH E-W
10316
489.13WPM
CULV. #10079
8"ADS(W)IE=487.54
CULV. #10079
8"ADS(E)IE=486.75
CULV. #10079
12"CMP(S)IE=486.13
SD
SD
SD
~
T
T
T
T
T
T
T
T
T T T T T T T T T
3-6" CEDAR
3-6" DEC
4-6" CEDAR
2-6" CEDAR
14"PINE
OP OP OP OP OP OP OP OP
OP OP
OP
OP
OP
OP
OP
OP
OP
OP
5
'
W
D
F
~
RR PLANTER WALL
5' WDF
~
4' WDF
4' WDF
4' WDF
~
~
4' WDF
4' WDF
SE 118TH STNI
L
E
A
V
E
N
E
W
W
W
W
W
W
~
485
490
49
0
49
5
490 495
AS
P
H
GRVL
GRVL
FO
G
FO
G
DY
L
DY
L
W W W W W W
3011527.28
G-MAG
10007527.35
CHK 3011
x
x
x x x x
x
x
x
x
x x x x x
W W W W W W W
W
W
W W W W W W W W W W
W
x
x x x x
x
x x x
x
x x x
x
x
x x x
10332508.86
WPM
10333511.69
WPM
10334516.06
WPM
10335
519.18WPM 10336520.30
WPM
10389
516.95
CULV
8"
W END 8" DIP
10398
509.74
CULV
12"
E END 12" ADS10399
508.37
CULV
12"
W END 12" ADS
10432
522.27
CULV
8"
E END 8" DIP
10437
511.30PST
4X4 WOOD W/ LIGHT
10452
515.10SHED B
SW COR 7' WIDE TRAILER
10453514.59
SHED E
NW CORWM
10463
513.16WPM B
10464513.01
WPM E
CONT TO MAIN
10472
517.35EOH1 B
CONT N'LYEDGE OF BLACKBERRIES
10473
517.08EOH1
10474517.11
EOH1
10475
519.05EOH1
10476520.37
EOH1
10478
521.84EOH1
10483522.21
WPM
10484522.28
EOH1
10485521.94
EOH1
10486
521.50EOH1
10487521.06
EOH1
10488
520.36EOH1 E
CONT N'LY
10493
520.80
SHED RECT 10494521.33
SHED
10497
521.03SHED
10499522.22
EOH1 B
EDGE OF BLACKBERRIES
10500
522.30EOH1
10501
522.79EOH1
10502520.10
CHK 4
10503523.05
EOH1
10504
523.68EOH1
10505
523.86EOH1
10506
524.59EOH1
10507524.92
EOH1
10508525.73
EOH1
10509526.61
EOH1
10510
526.22EOH1
10511525.66
EOH1
10512525.51
EOH1
10513
524.98EOH1
10514
523.86
EOH1 CLO
WM
10531
526.76WPM
6STEEL""10532
527.31WPM
10533527.78
WPM WPM2 B
10534
527.54WPM E WM
x
WV
10536528.30
WPM
10537
528.26WPM
10538
528.40WPM E
ARROW EWV
10540
528.22FH
10541
527.48
GA
10542
527.35GA
10543
527.31PP
W/ XFR..OH W-S...SVC LINE NW
10557527.43
PST
4' TALL...2" DIA METAL
10598
527.37PST
5.0 TALL...3" DIA
10599
526.60PST
4.0 TALL...3" DIA
10606
524.50
CULV
8"
W END 8" PVC
10608526.68
CB x
8" PVC W-1.75 DN...8" PVC S-1.75 DN
10612
529.08PA B
8" WIDE...0.4 TALL WOOD PLANTER WALL....S EDGE PLANTER...N EDGE IS CLF
10613
528.39PA
10614
527.74PA
10615527.30
PA
10616
527.39PA E
SD
CULV. #10399
12"ADS(E)IE=508.37
CULV. #10398
12"ADS(W)IE=509.74
SD
SD
SD
SD
SD
CULV. #10389
8"DI(E)IE=516.95
CULV. #10432
8"DI(W)IE=522.27
SD
CULV. #10606
8"PVC(E)IE=524.50
OP
OP
OP
OP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
O
P
~18"FIR
10"FIR
4"MAPLE
12"SPRUCE 30"FIR24"FIR24"FIR
20"FIR
4' WDF
4' WDF
TRAILER
~
GATE
30" COTT...22" COTT
2-4" CEDAR
4-6" DEC
3-4" DEC
4" WDF
GATE
POST W/
LIGHT
EDGE
BLACKBERRIES
3'
W
F
~~
BRICK
PAVERS
3' WF 4' WDF
4" WDF
~
GATE
~
E
X
T
R
.
C
U
R
B
6' CLF
4'
C
L
F
C
O
N
C
W
A
L
K
~PA
SD
51
0
51
5
5
2
0
52
5
5
3
0
5
1
0
5
2
5
EDGE
BLACKBERRIES
WOO
D
BOR
D
E
R
CB #10608, TYPE I
RIM EL=526.68
8"PVC(W)IE=524.93
8"PVC(S)IE=524.93
GRVL
GRVL
DIT
ASPH
GRVL
GRVL
SE 118TH ST
PR
I
V
A
T
E
D
R
I
V
E
W
A
Y
W W W
W
W W W W
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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:
RE
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I
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W
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DA
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NO
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CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
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Pl
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:
4/
3
0
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5/
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CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
N
G
C
O
U
N
T
Y
W
A
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9
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NDV
SYS
CFCH
CONSTRUCTION
NE
8
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&
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1
1
8
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05/05/25
KCWD00902001
OF 6
RE
N
T
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WA
SE
1
1
8
T
H
S
T
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F
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P
L
A
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C-4
4
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
TRAFFIC CONTROL PLAN
SE 118TH ST
TRAFFIC CONTROL PLAN
SE 118TH ST
EX. 8" DI PIPE
RE
ENIGNELANOISSE
F
O
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
WORK
AREA
R
50' AND 6
DEVICE MIN.
15'
X
TRAFFIC CONTROL NOTES
1.ALL SIGNS ARE BLACK ON ORANGE.
2.EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED.
3.NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE
THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS
4.SPACING FOR LOCAL ROADS ONLY
BUFFER DATA
(LONGITUDINAL BUFFER SPACE = B)
SPEED (MPH)
LENGTH (MPH)
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
PROTECTIVE VEHICLE
MAY BE A WORK VEHICLE
STRATEGICALLY LOCATED TO SHIELD
THE WORK ARE
NO SPECIFIED
DISTANCE REQUIRED
25
155
30
200
35
250
40
305 CHANNELIZATION
DEVICE SPACING
MPH TAPER TANGENT
35/45
25/30
10 TO 20
10 TO 20
60
40
SIGN SPACING = X
LOCAL STREETS 25 MPH
OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
(2) APPROPRIATE SIGHT DISTANCE IS REQUIRED.
TCP LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
X X
W20-1
36"
36"
ROAD
WORK
AHEAD
36"
36"
W20-4
ONE LANE
ROAD
AHEAD
36"
36"
W20-7A
36"
36"
BE
PREPARED
TO STOP
W20-7B
5/1/25
3000
513.10RBR FND
3001
513.51MIC
3006
513.60G-MAG
10091
513.22CB
x
10092513.73
CB x
WV
WV
WV
WV
10114
514.79
EPM
ARROW W
10115514.63
EPM
10116514.18
EPM
10117514.08
EPM
10118
513.94
EPM
PULLS N TO PP
10119
514.02
WPM B
10120514.20
WPM
10121
514.16WPM 10122514.65
WPM WPM2 B
10123514.72
WPM E
CONT TO WM
WM
10125514.89
WPM
10126516.01
WPM
10127
517.20WPM
10130
512.69FH
10131
513.94
PP
W/ UNDGND....OH N-S-E...SVC LINE SE
T 10132514.28
TPB x
CTR 2.5 E-W X 4.0 N-S...W/ CABINET ON N 1/2
10133
510.21CULV
12"N END 12" CONC
10135513.66
GPM B
ARROW W
10136513.60
GPM
10137514.62
GPM
10138
516.09GPM
10139517.37
GPM
10144515.38
CB
x1X1 CONC GRATE
G G G G G G G G G G G G G
W
W W W W W W W W W W
T
T
T
T
T
T
T
T
CB #10091, TYPE I
RIM EL=513.22
12"CONC(S)IE=510.62
12"CMP(E)IE=510.59
12"CONC(N)IE=510.56
CB #10092, TYPE I
RIM EL=513.73
12"ADS(W)IE=510.77
12"DI(E)IE=510.41
CB #10144, TYPE I
W/ 12 VERT. ADS INSERT
RIM EL=515.38
12"DI(W)IE=512.88
SS
SS
SS
SS
SS
SS
W
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
CULV. #10133
12"CONC(S)IE=510.21
~
x x
xx
x x x x x x
x
x
x
10704514.12
EOH1 B
EDGE 6.0 TALL BUSHES
10705
514.14EOH1
10706514.13
EOH1
10707
513.93EOH1
10708
513.96EOH1
10709
514.16EOH1 E
10715
514.65MB
10721
513.58
SN DEAD END/STREET NAME
10768
514.65
BLDG B
NE CORNER
10776
514.75
BLDG E
NW CORNER
10781515.97
GA 10783516.18
PP
OH E-W
6"DEC 6"DEC
6"DEC
6"CEDAR
6"CEDAR
12"PINE
10"PINE
6"DEC
12"FIR 6"DEC
5-4" DEC TREES
4" DEC-6" DEC
OP
OP
OP
OP
OP
OP
O
P
~
OP OP OP OP
OP OP OP OP OP OP
~
~~
~
~
6' WDF
6' W
D
F
BUILDING
GATE
CONC
GATE
6' WDF
~
NE 8TH ST
NI
L
E
A
V
E
N
E
W
W
W
W
W
W
~
~
DW
C
G
CG
ASPH
ASPH
DT
FO
G
FO
G
FO
G
DY
L
DY
L
513
514
515
517
FOUND "X" IN 1 3/4" BRASS
DISC IN CONC MON IN CASE
DOWN 0.5' (3/25/25)
FOUND REBAR
& CAP, LS #18913
(3/25/25)
W W W W W
10173523.80
WPM
10174
526.16WPM
10175
527.33WPM
10176
528.47
WPM
10177
529.76WPM WV
10178
529.27PIV
VALVE POST INDICATOR
10179
529.91WPM WPM2 B
10180
527.56
WPM E
PULLS TO WM?...MANY LARGE LOGS STACKED IN AREA...SEE PICS
10181530.53
WPM
10182
531.07WPM WPM2 B
10183530.65
WPM E
10184530.64
FH
WV
10186
531.43WPM WPM2 B
WM
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
x x x
10890524.45
EOL B SP
S EDGE LAWN..PA TO NORTH
10891525.23
EOL
10892
525.32EOL
10893
524.65EOL SE
10894
525.09EOL SP
10895525.73
EOL
10896525.99
EOL
10897
526.21
EOL
10898526.38
EOL
10899526.54
EOL E
10978
CULV
???...buried??...COULD NOT FIND
10981529.01
PP
W/ XFR...OH E-W...SVC LINES SW8"PINE
4"DEC
6"CEDAR
10"DEC
8"DEC
28"COTTONWOOD
8"DEC
14"DEC
12"DEC
8"DEC
4-4" DEC TREE
3-4" DEC TREE
5-4" DEC TREE
4-4" DEC TREE
5-4" DEC TREE
3-4" DEC TREE
4-6" DEC TREES
2-6" DEC TREE
2-6" DEC TREE
POSSIBLE WATER
METER THIS AREA.
COVERED WITH
DEBRIS
POSSIBLE CULVERT
THIS AREA. COULD
NOT FIND.
GRASS
PA
NE 8TH ST
ROW OF 6"
CEDAR TREES
DW
DW
DW
GRVL
GRVL
ASPH
5
2
5
5
3
0
53
1
5
3
0
530
531
528
529
528
528
526
5
2
7
529
529
527
528
W W W W W W W
W W W W W W W
W
3010531.56
G-MAG
10192531.56
CHK 3010
10194
535.00WPM 10195
534.88WPM WPM2 B
WV
10197
534.81WPM E
PULLS TO FH
10198535.34
FH
10199
534.81WPM WPM2 B
10200535.08
WPM E WM
x
10201534.48
WPM WPM2 B
10202
534.94WPM E WM
x
10203534.09
WPM B WPM1
10204534.87
WPM E WM x
10205
534.91
SSPM B
END OF MAIN...MUST VERIFY
CO 10206
534.86SSCO
10207534.50
SSPM
10208534.34
SSPM
SS SVC...MUST VERIFY
CO 10209534.52
SSCO
10210534.86
EPM
10211534.42
EPM
PULLS TO PP
10212534.66
EPM
10213
534.91
EPM
10214
533.71SSPM
10215
533.78SSPM
SS SVC...MUST VERIFY
CO 10216
534.49SSCO
10217
531.84SSPM E
ARROW E
WV
WV
10221532.76
WPM WPM2 B
10222
532.97WPM E
ARROW N
10223532.00
WPM WPM2 BWV
10225
532.65WPM E
10226532.83
FH
10227531.49
WPM E
ARROW E
10228
534.69PP
W/ UNDGND...W/XFR...OH E-W
10229
534.46GA
SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W W W
W W W W W W W W W
SS
SS
OP OP OP OP OP OP
x x
x x x x x x x x x x x x x x x
x
11111534.60
PP
W/ XFR...OH E-W
11112533.96
GA
11149534.90
EOL B SP
W EDGE LAWN...PA TO W
11150
535.22EOL
11151
535.53EOL
11152
535.66
EOL
11153
535.66EOL
11154535.66
EOL E
11161534.96
EOL B SP
N EDGE LAWN...PA TO N
11162
535.17EOL
11163535.08
EOL
11164
534.92
EOL
11165534.78
EOL
11166534.84
EOL11167
534.93EOL11168
535.04EOL E
11169535.08
COLC
2x2W/ LIGHT ICV
11197534.74
EOL B SP
N EDGE LAWN..PA TO N
11198535.02
EOL
11199534.96
EOL
11200534.92
EOL
11201534.76
EOL
11202
534.69EOL
11203
534.63
EOL
11204
534.59
EOL
11205
534.46EOL E
11206
534.81COLC
2x2W/ LIGHT
11229
534.53PL
W/ LIGHT TO NE...OH W-S-N
11230
534.61
GA
10"MAPLE
10"MAPLE 10"MAPLE
10"DEC
11276533.00
"STMP
36"STUMP~
~
NE 8TH ST
DW DW
DW
STUMP
6' CLF
ASPH
ASPH
COLUMN
W/ LIGHT
6' WDF
OP
OP
OP
OP
~
OP
OP
OP
~
FL
FL
FL
CG
53
5
53
3
531
NE
8
T
H
S
T
W W W W
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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:
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BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
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Pl
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4/
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By
:
Fi
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:
CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
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9
0
NDV
SYS
CFCH
CONSTRUCTION
NE
8
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&
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1
1
8
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05/05/25
KCWD00902001
OF 6
RE
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C-5
5
TRAFFIC CONTROL PLAN
NE 8TH ST
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
TEMPORARY GRAVEL SHOULDER
TO PROVIDE 10' TEMPORARY
INGRESS/EGRESS
TRAFFIC CONTROL PLAN
NE 8TH ST
TRAFFIC CONTROL PLAN
NE 8TH ST
RE
ENIGNELANOISSE
F
O
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
5'
-
8
"
10
'
10
'
WORK
AREA
50' AND 6
DEVICE MIN.15'X X X
W20-1
36"
36"
ROAD
WORK
AHEAD
36"
36"
W20-4
ONE LANE
ROAD
AHEAD
SEE TRAFFIC CONTROL
PLAN ON SHEET C-6
WORK
AREA
TRAFFIC CONTROL NOTES
1.ALL SIGNS ARE BLACK ON ORANGE.
2.EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED.
3.NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE
THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS
4.SPACING FOR LOCAL ROADS ONLY
BUFFER DATA
(LONGITUDINAL BUFFER SPACE = B)
SPEED (MPH)
LENGTH (MPH)
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
PROTECTIVE VEHICLE
MAY BE A WORK VEHICLE
STRATEGICALLY LOCATED TO SHIELD
THE WORK ARE
NO SPECIFIED
DISTANCE REQUIRED
25
155
30
200
35
250
40
305 CHANNELIZATION
DEVICE SPACING
MPH TAPER TANGENT
35/45
25/30
10 TO 20
10 TO 20
60
40
SIGN SPACING = X
LOCAL STREETS 25 MPH
OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
(2) APPROPRIATE SIGHT DISTANCE IS REQUIRED.
WORK
AREA XX
R
50' AND 6
DEVICE MIN.X
TRAFFIC CONTROL NOTES
1.ALL SIGNS ARE BLACK ON ORANGE.
2.EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED.
3.NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE
THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS
4.SPACING FOR LOCAL ROADS ONLY
BUFFER DATA
(LONGITUDINAL BUFFER SPACE = B)
SPEED (MPH)
LENGTH (MPH)
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
PROTECTIVE VEHICLE
MAY BE A WORK VEHICLE
STRATEGICALLY LOCATED TO SHIELD
THE WORK ARE
NO SPECIFIED
DISTANCE REQUIRED
25
155
30
200
35
250
40
305 CHANNELIZATION
DEVICE SPACING
MPH TAPER TANGENT
35/45
25/30
10 TO 20
10 TO 20
60
40
SIGN SPACING = X
LOCAL STREETS 25 MPH
OR LESS
100'± (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
(2) APPROPRIATE SIGHT DISTANCE IS REQUIRED.
TCP LEGEND
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
FLAGGER TO AID YIELDING
VEHICLES PREFERENCE
GIVEN TO SOUTHBOUND
TRAFFIC
36"
36"
W20-7A
36"
36"
BE
PREPARED
TO STOP
W20-7B
X
W20-1
36"
36"
ROAD
WORK
AHEAD
36"
36"
W20-4
ONE LANE
ROAD
AHEAD
36"
36"
W20-7A
36"
36"
BE
PREPARED
TO STOP
W20-7B
W20-1
36"
36"
ROAD
WORK
AHEAD
36"
36"
W20-4
ONE LANE
ROAD
AHEAD
36"
36"
W20-7A
36"
36"
BE
PREPARED
TO STOP
W20-7B
X X X
SW 1/4 SEC. 33, TW 31 N, R.1 W, W.M.
5/1/25
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
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CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
N
G
C
O
U
N
T
Y
W
A
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C
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N
O
.
9
0
NDV
SYS
CFCH
CONSTRUCTION
NE
8
T
H
&
S
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1
1
8
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P
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05/05/25
KCWD00902001
OF 6
RE
N
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WA
NE
8
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A
F
F
I
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O
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P
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A
N
C-6
6
RE
ENIGNELANOISSE
F
O
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P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
5/1/25
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
T
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:
RE
V
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W
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B
Y
:
DA
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NO
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RE
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CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
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4/
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By
:
Fi
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:
CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
N
G
C
O
U
N
T
Y
W
A
T
E
R
D
I
S
T
R
I
C
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N
O
.
9
0
NDV
SYS
CFCH
CONSTRUCTION
NE
8
T
H
&
S
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1
1
8
T
H
S
T
W
A
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P
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05/05/25
KCWD00902001
OF 6
RE
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WA
CO
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C-1
1
KING COUNTY WATER DISTRICT NO. 90
NE 8TH ST & SE 118TH ST WATER MAIN REPLACEMENT PROJECT
9 0WaterDistrictNo.
King County
PROJECT
LOCATIONS
PROJECT LOCATION MAP
NTS
VICINITY MAP
NTS
PROJECT
LOCATION
HWY 16
9
HWY
1
8
I-
4
0
5
HW
Y
1
6
7
HWY
9
0
0
I-
9
0
LA
K
E
WA
S
H
I
N
G
T
O
N
LAKE
SAMMAMISH
RENTO
N
ISSAQU
A
H
BELLEV
U
E
SE 116TH ST
NI
L
E
A
V
E
N
E
SE 118TH ST
NE 8TH ST
NE 9TH ST
NE 7TH ST
L
I
O
N
S
A
V
E
N
E
RO
S
A
R
I
O
P
L
N
E
NE 10TH ST
APOLLO
ELEMENTARY
SCHOOL
SE 117TH ST
NE 7TH PL
NI
L
E
A
V
E
N
E
NI
L
E
A
V
E
N
E
ST A T E O F WASHI
N
G
T
O
N
P
R
O
F
E
S
SIONA L E N G I N EER
R
EGI ST E R E D38843
N H A N DUY
V
O
REENIGNELANOISS
E
FO
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
5/01/2025
5/1/25
3007487.50
G-MAG
10023
489.24
CB x
GV
10048484.02
CB
x
10052
485.33TEFW B
TALLWIDENW FACE...0.5 WIDE...0.5 TALL WOOD PLANTER WALL
10053485.87
TEFW
TALLWIDE
10054487.82
TEFW E TALLWIDE
10056487.69
FH
WV
TJR
10059486.63
PP
W/ UNDGND....OH N-S-E
WV
WV
WV
10076
486.13
CULV
12"CMP
S END 12" CMP
10079
487.54
CULV
8"CPP
E END 8" ADS
10083
486.75
CULV
8"CPP
W END 8" ADS
x
x
x
x
x
x
x xx
W W
W W W W W W W W W W W W W W W W W W W
x x
P
x
xxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxx
SDMH #10023, TYPE II
RIM EL=489.24
12"ADS(S)IE=485.42
12"ADS(N)IE=485.32
CB #10048, TYPE I
RIM EL=484.02
12"ADS(S)IE=482.12
12"ADS(N)IE=482.12
SS
SS
SS
SS
SS
SS
SS
SS
10263
506.08
SHED B
SE CORNER WOOD SHED
10264
504.33
SHED E
SW CORNER
10268
505.95
PP
W/ XFR...W/ UNDGND...OH E-W
10269506.03
PPM B
10270
506.37PPM
10271
507.15PPM
10272507.58
PPM
10294
486.93WPM B
10295489.03
WPM B
ARROW W
10296488.97
WPM
10297
489.05WPM E
ARROW SE
10298488.11
WPM
10299487.81
WPM
10300488.46
WPM
10305
488.08
GA 10306
488.31
PP
OH E-W
10316
489.13WPM
10326501.20
WPM
10331505.01
WPM
CULV. #10399
12"ADS(E)IE=508.37
CULV. #10079
8"ADS(W)IE=487.54
CULV. #10079
8"ADS(E)IE=486.75
CULV. #10079
12"CMP(S)IE=486.13
SD
SD
SD
~
OP OP
T
T
T
T
T
T
T
T
T T T T T T T T T T T T T T T T T
3-6" CEDAR
3-6" DEC
4-6" CEDAR
2-6" CEDAR
14"PINE
34"COTTONWOOD
34"COTTONWOOD
OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OP OP
OP
OP
OP
OP
OP
OP
OP
OP
5
'
W
D
F
~
RR PLANTER WALL
5' WDF
~
4' WDF
4' WDF
4' WDF
~~
SHED
4' WDF
GATE
4' WDF
~
~
4' WDF
4' WDF
4' WDF
SE 118TH STNI
L
E
A
V
E
N
E
W
W
W
W
W
W
~
485
490
49
0
49
5
50
0
50
5
490 495
50
0
50
5
AS
P
H
GRVL
GRVL
GRVL
FO
G
FO
G
DY
L
DY
L
W W W W W W W W W W W
3011
527.28
G-MAG
10007527.35
CHK 3011
x
x
x x x x
x
x
x
x
x x x x x
W W W W W W W
W
W
W W W W W W W W W W
W
x
x x x x
x
x x x
x
x x x
x
x
x x x
10332508.86
WPM
10333
511.69
WPM
10334516.06
WPM
10335
519.18WPM 10336520.30
WPM
10389
516.95
CULV
8"
W END 8" DIP
10398
509.74
CULV
12"
E END 12" ADS10399
508.37
CULV
12"
W END 12" ADS
10432
522.27
CULV
8"
E END 8" DIP
10437
511.30PST
4X4 WOOD W/ LIGHT
10452
515.10SHED B
SW COR 7' WIDE TRAILER
10453514.59
SHED E
NW CORWM
10463
513.16WPM B
10464513.01
WPM E
CONT TO MAIN
10472
517.35EOH1 B
CONT N'LYEDGE OF BLACKBERRIES
10473517.08
EOH1
10474517.11
EOH1
10475
519.05EOH1
10476520.37
EOH1
10478521.84
EOH1
10483522.21
WPM
10484522.28
EOH1
10485
521.94
EOH1
10486
521.50EOH1
10487
521.06
EOH1
10488520.36
EOH1 E
CONT N'LY
10493
520.80SHED RECT 10494
521.33
SHED
10497
521.03SHED
10499522.22
EOH1 B
EDGE OF BLACKBERRIES
10500
522.30EOH1
10501
522.79EOH1
10502520.10
CHK 4
10503523.05
EOH1
10504
523.68EOH1
10505523.86
EOH1
10506
524.59EOH1
10507524.92
EOH1
10508525.73
EOH1
10509526.61
EOH1
10510526.22
EOH1
10511525.66
EOH1
10512525.51
EOH1
10513
524.98EOH1
10514
523.86
EOH1 CLO
WM
10531
526.76WPM
6STEEL""10532
527.31WPM
10533527.78
WPM WPM2 B
10534527.54
WPM E WM
x
WV
10536528.30
WPM
10537
528.26WPM
10538
528.40WPM E
ARROW EWV
10540528.22
FH
10541
527.48
GA
10542
527.35GA
10543527.31
PP
W/ XFR..OH W-S...SVC LINE NW
10557527.43
PST
4' TALL...2" DIA METAL
10598
527.37PST
5.0 TALL...3" DIA
10599
526.60PST
4.0 TALL...3" DIA
10606
524.50
CULV
8"
W END 8" PVC
10608
526.68
CB x
8" PVC W-1.75 DN...8" PVC S-1.75 DN
10612
529.08PA B
8" WIDE...0.4 TALL WOOD PLANTER WALL....S EDGE PLANTER...N EDGE IS CLF
10613528.39
PA
10614
527.74PA
10615527.30
PA
10616
527.39PA E
SD
CULV. #10399
12"ADS(E)IE=508.37
CULV. #10398
12"ADS(W)IE=509.74
SD
SD
SD
SD
SD
CULV. #10389
8"DI(E)IE=516.95
CULV. #10432
8"DI(W)IE=522.27
SD
CULV. #10606
8"PVC(E)IE=524.50
OP
OP
OP
OP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
O
P
~18"FIR
10"FIR
4"MAPLE
12"SPRUCE 30"FIR24"FIR24"FIR
20"FIR
4' WDF
4' WDF
TRAILER
~
GATE
30" COTT...22" COTT
2-4" CEDAR
4-6" DEC
3-4" DEC
4" WDF
GATE
POST W/
LIGHT
EDGE
BLACKBERRIES
3'
W
F
~~
BRICK
PAVERS
3' WF 4' WDF
4" WDF
~
GATE
~
E
X
T
R
.
C
U
R
B
6' CLF
4'
C
L
F
C
O
N
C
W
A
L
K
~PA
SD
~
51
0
51
5
5
2
0
52
5
5
3
0
5
1
0
5
2
5
EDGE
BLACKBERRIES
WOO
D
BOR
D
E
R
CB #10608, TYPE I
RIM EL=526.68
8"PVC(W)IE=524.93
8"PVC(S)IE=524.93
GRVL
GRVL
DIT
ASPH
GRVL
GRVL
SE 118TH ST
PR
I
V
A
T
E
D
R
I
V
E
W
A
Y
W W W
W
W W W W
PROJECT NO.
DRAWN BY:
DESIGNED BY:
DA
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:
RE
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W
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:
DA
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NO
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CK
BY
FIRST SUBMITTAL DATE:
SHEET NO.
Sa
v
e
D
a
t
e
:
Pl
o
t
D
a
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:
4/
3
0
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2
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2
5
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5/
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0
2
5
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By
:
Fi
l
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:
CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
N
G
C
O
U
N
T
Y
W
A
T
E
R
D
I
S
T
R
I
C
T
N
O
.
9
0
NDV
SYS
CFCH
CONSTRUCTION
NE
8
T
H
&
S
E
1
1
8
T
H
S
T
W
A
T
E
R
M
A
I
N
R
E
P
L
A
C
E
M
E
N
T
05/05/25
KCWD00902001
OF 6
RE
N
T
O
N
WA
SE
1
1
8
T
H
S
T
WA
T
E
R
P
L
A
N
S
C-2
2
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
CONSTRUCTION NOTES:
TEMPORARY / PERMANENT WATER SERVICE CONNECTIONS AND METER BOXES PER KCWD 90 STANDARD
DETAILS
TEMPORARY BYPASS CONNECTION
CONNECT TO EX. WATER MAIN. ALL JOINTS ARE RESTRAINED. PROVIDE NECESSARY PIPE, FITTINGS, AND
INCIDENTALS TO COMPLETE THE CONNECTION.
INSTALL FIRE HYDRANT ASSEMBLY PER KCWD 90 STANDARD DETAILS
CONNECT TO EX. FIRE HYDRANT. ALL JOINTS ARE RESTRAINED. PROVIDE NECESSARY PIPE, FITTINGS, AND
INCIDENTALS TO COMPLETE THE CONNECTION.
TRENCH BACKFILL AND PAVEMENT RESTORATION PER DETAIL ON SHEET C-2
1
2
3
4
5
REMOVE EX FENCE AND PLACE
TEMPORARY FENCE FOR PULL PIT.
RESTORE FENCE TO MATCH EX.
CONDITIONS.
APPROXIMATE LOCATION
OF PULL PIT
POTENTIAL TIE-IN LOCATION
TO EX. 8" DI WATER MAIN
3
PIPEBURST EX. 6" STEEL WATER
MAIN WITH 10" HDPE DR 11 WITH
TRACER WIRE
APPROXIMATE LOCATION
OF INSERTION PIT
1
PLACE SANDBAG AS NEEDED TO
SECURE PIPE, TYP.
PLAN
SE 118TH ST
PLAN
SE 118TH ST
INSTALL 2" HDPE TEMPORARY BYPASS
FROM FIRE HYDRANT AND RUN ALONG
ROADWAY SHOULDER/DITCH AND
THROUGH SD CROSSINGS AND/OR OVER
DRIVEWAYS WITH RAMPS
PIPEBURST EX. 6" STEEL WATER
MAIN WITH 10" HDPE DR 11 WITH
TRACER WIRE
1
APPROXIMATE LOCATION
OF PULL PIT
INSTALL PIPE
STRADDLE BLOCK
(DEADMAN)
2
EX. 8" DI PIPE
31
6
6
RE
ENIGNELANOISSE
F
O
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
5/1/25
3000
513.10RBR FND
3001
513.51MIC
3006
513.60G-MAG
10091
513.22CB
x
10092513.73
CB x
WV
WV
WV
WV
10114
514.79
EPM
ARROW W
10115514.63
EPM
10116514.18
EPM
10117514.08
EPM
10118
513.94
EPM
PULLS N TO PP
10119
514.02
WPM B
10120514.20
WPM
10121
514.16WPM 10122514.65
WPM WPM2 B
10123514.72
WPM E
CONT TO WM
WM
10125514.89
WPM
10126516.01
WPM
10127
517.20WPM
10128518.85
WPM WPM2 B
10129
518.49WPM E
PULLS S TO WM
10130
512.69FH
10131
513.94
PP
W/ UNDGND....OH N-S-E...SVC LINE SE
T 10132514.28
TPB x
CTR 2.5 E-W X 4.0 N-S...W/ CABINET ON N 1/2
10133
510.21CULV
12"N END 12" CONC
10135513.66
GPM B
ARROW W
10136513.60
GPM
10137514.62
GPM
10138
516.09GPM
10139517.37
GPM
10140519.29
GPM
10141
521.31GPM
10142
522.20GPM
10143522.01
GPM E
ARROW S
10144515.38
CB
x1X1 CONC GRATE
WM
10146519.71
WPM
10147
520.87
WPM WPM2 B
10148
520.34WPM EWM WM
10151522.18
WPM WPM2 B
WV
10153
522.06FH
10154522.37
WPM E
10155522.34
WPM WPM2 B
10156521.92
WPM E
10157522.40
WPM WPM2 B
10158
522.25WPM E
WM
WM
10161520.87
PP
W/ UNDGND...W/ XFR...OH E-W-S...SVC LINE SW
10166522.01
EPM
ARROW S
10167521.87
EPM
10168
521.63EPM
10169521.28
EPM
G G G G G G G G G G G G G G G G G G G G
G
G
G
W
W
W W W W W W W W W W W W W W W W W W W W W
P
T
TT
T
T
T
T
T
T
T
T
T
CB #10091, TYPE I
RIM EL=513.22
12"CONC(S)IE=510.62
12"CMP(E)IE=510.59
12"CONC(N)IE=510.56
CB #10092, TYPE I
RIM EL=513.73
12"ADS(W)IE=510.77
12"DI(E)IE=510.41
CB #10144, TYPE I
W/ 12 VERT. ADS INSERT
RIM EL=515.38
12"DI(W)IE=512.88
SS
SS
SS
SS
SS
SS
W
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
CULV. #10133
12"CONC(S)IE=510.21
OP OP OP OP
~
x x x
xxxx
x
x
x x x x x
x x x x x x
x
x
x
10704514.12
EOH1 B
EDGE 6.0 TALL BUSHES
10705
514.14EOH1
10706514.13
EOH1
10707
513.93EOH1
10708
513.96EOH1
10709
514.16EOH1 E
10715
514.65MB
10721
513.58
SN DEAD END/STREET NAME
10768
514.65
BLDG B
NE CORNER
10776
514.75
BLDG E
NW CORNER
10781515.97
GA 10783516.18
PP
OH E-W
10794
516.87
CULV
8"
W END 8" CONC
10809
517.37
CULV
8"
E END 8" CONC
10814
519.20
CULV
E END NOT FOUND...BURIED? 12"PVC
W END 12" PVC
10837520.15
BFP
10861524.68
EOL B
CONT S...PA TO NW
10862524.56
EOL
10870
524.69
EOL 10871
524.22EOL
10872
523.71EOL E
10928
522.13SN
STREET NAMES
6"DEC 6"DEC
6"DEC
6"CEDAR
6"CEDAR
12"PINE
10"PINE
6"DEC
12"FIR 6"DEC
4"DEC
6"PINE
8"PINE 8"PINE
6"CEDAR
6"CEDAR
5-4" DEC TREES
4" DEC-6" DEC
2-6" CEDAR 4-4" DEC TREE
3-4" DEC TREE
OP
OP
OP
OP
OP
OP
O
P
~OP
~
OP
~
OP OP OP OP OP OP OP OP OP OP
OP OP OP OP OP OP
~
~~
~
~
~
~
~~
6' WDF
6' W
D
F
BUILDING
GATE
CONC
GATE
4' WF
6' WDF
~
CULV. #10794
8"CONC(E)IE=516.87
SD
CULV. #10809
8"CONC(W)IE=517.37
CULV. #10814
12"PVC(E)IE=519.20
6' WDF
~
NE 8TH ST
NI
L
E
A
V
E
N
E
W
W
W
W
W
W
~
~
DW
DW
OR
C
A
S
AV
E
N
E
DIT
C
G
CG
ASPH
ASPH
ASPH
DT
FO
G
FO
G
FO
G
DY
L
DY
L
GRASS
513
514
515
5
2
0
517
FOUND "X" IN 1 3/4" BRASS
DISC IN CONC MON IN CASE
DOWN 0.5' (3/25/25)
FOUND REBAR
& CAP, LS #18913
(3/25/25)
W W W W W W W W W W W
10173523.80
WPM
10174
526.16WPM
10175
527.33WPM
10176528.47
WPM
10177
529.76WPM WV
10178
529.27PIV
VALVE POST INDICATOR
10179
529.91WPM WPM2 B
10180527.56
WPM E
PULLS TO WM?...MANY LARGE LOGS STACKED IN AREA...SEE PICS
10181530.53
WPM
10182
531.07WPM WPM2 B
10183530.65
WPM E
10184530.64
FH
WV
10186
531.43WPM WPM2 B
WM
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
x x x
10890524.45
EOL B SP
S EDGE LAWN..PA TO NORTH
10891525.23
EOL
10892
525.32EOL
10893
524.65EOL SE
10894
525.09EOL SP
10895525.73
EOL
10896525.99
EOL
10897
526.21
EOL
10898526.38
EOL
10899526.54
EOL E
10978
CULV
???...buried??...COULD NOT FIND
10981529.01
PP
W/ XFR...OH E-W...SVC LINES SW8"PINE
4"DEC
6"CEDAR
10"DEC
8"DEC
28"COTTONWOOD
8"DEC
14"DEC
12"DEC
8"DEC
4-4" DEC TREE
3-4" DEC TREE
5-4" DEC TREE
4-4" DEC TREE
5-4" DEC TREE
3-4" DEC TREE
4-6" DEC TREES
2-6" DEC TREE
2-6" DEC TREE
POSSIBLE WATER
METER THIS AREA.
COVERED WITH
DEBRIS
POSSIBLE CULVERT
THIS AREA. COULD
NOT FIND.
GRASS
PA
NE 8TH ST
ROW OF 6"
CEDAR TREES
DW
DW
DW
GRVL
GRVL
ASPH
5
2
5
5
3
0
53
1
5
3
0
530
531
528
529
528
528
526
5
2
7
529
529
527
528
W W W W W W W
W W W W W W W
W
3010531.56
G-MAG
10188532.38
WPM
10189533.52
WPM
10190534.02
WPM
10191534.66
WPM WPM2 B 10192531.56
CHK 3010
WM
10194
535.00WPM 10195
534.88WPM WPM2 B
WV
10197
534.81WPM E
PULLS TO FH
10198535.34
FH
10199
534.81WPM WPM2 B
10200535.08
WPM E WM
x
10201534.48
WPM WPM2 B
10202
534.94WPM E WM
x
10203534.09
WPM B WPM1
10204534.87
WPM E WM x
10205
534.91
SSPM B
END OF MAIN...MUST VERIFY
CO 10206
534.86SSCO
10207534.50
SSPM
10208534.34
SSPM
SS SVC...MUST VERIFY
CO 10209534.52
SSCO
10210534.86
EPM
10211534.42
EPM
PULLS TO PP
10212534.66
EPM
10213
534.91
EPM
10214
533.71SSPM
10215
533.78SSPM
SS SVC...MUST VERIFY
CO 10216
534.49SSCO
10217
531.84SSPM E
ARROW E
WV
WV
10221532.76
WPM WPM2 B
10222
532.97WPM E
ARROW N
10223532.00
WPM WPM2 BWV
10225
532.65WPM E
10226532.83
FH
10227531.49
WPM E
ARROW E
10228
534.69PP
W/ UNDGND...W/XFR...OH E-W
10229
534.46GA
SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W W W W W W W W W W W W W W W W W
W W W W W W W W W
SS
SS
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OPxxxxxxxxxxx
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
x
11111534.60
PP
W/ XFR...OH E-W
11112533.96
GA
11113
533.33PP
W/ XFR...OH E-W...SVC LINES S-SSE
11149534.90
EOL B SP
W EDGE LAWN...PA TO W
11150
535.22EOL
11151
535.53EOL
11152
535.66
EOL
11153
535.66EOL
11154535.66
EOL E
11161534.96
EOL B SP
N EDGE LAWN...PA TO N
11162
535.17EOL
11163535.08
EOL
11164
534.92
EOL
11165534.78
EOL
11166534.84
EOL11167
534.93EOL11168
535.04EOL E
11169535.08
COLC
2x2W/ LIGHT ICV
11197534.74
EOL B SP
N EDGE LAWN..PA TO N
11198535.02
EOL
11199534.96
EOL
11200534.92
EOL
11201534.76
EOL
11202
534.69EOL
11203
534.63
EOL
11204
534.59
EOL
11205
534.46EOL E
11206
534.81COLC
2x2W/ LIGHT
11229
534.53PL
W/ LIGHT TO NE...OH W-S-N
11230
534.61
GA
28"COTTONWOOD
8"DEC
6"DEC
6"DEC
6"DEC
6"DEC
6"DEC
6"DEC
4"DEC
6"DEC
10"MAPLE
10"MAPLE 10"MAPLE
10"DEC
11276533.00
"STMP
36"STUMP
2-6" DEC TREE
2-6" DEC TREE
3-8" DEC TREES
OP
~
O
P
~
~
~
NE 8TH ST
DW
DW DW
DW
DW
STUMP
6' CLF
6' CLF
6' CLF
ASPH
ASPH
GRVL
GRVL
COLUMN
W/ LIGHT
6' WDF
OP
OP
OP
OP
~
OP
OP
OP
~
FL
FL
FL
CG
53
5
53
3
533
531
NE
8
T
H
S
T
W W W W W W W
W W W W
PROJECT NO.
DRAWN BY:
DESIGNED BY:
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FIRST SUBMITTAL DATE:
SHEET NO.
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CHECKED BY:
®
14432 SE Eastgate Way
Suite 400
Bellevue, WA 98007
425.519.6500
KI
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NDV
SYS
CFCH
CONSTRUCTION
NE
8
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&
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1
1
8
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W
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05/05/25
KCWD00902001
OF 6
RE
N
T
O
N
WA
NE
8
T
H
S
T
WA
T
E
R
P
L
A
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C-3
3
MA
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C
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-
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E
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B
E
L
O
W
F
O
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C
O
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U
A
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I
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T
C
H
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-
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A
B
O
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E
F
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C
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I
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U
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MA
T
C
H
L
I
N
E
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S
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E
B
E
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F
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F
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C
O
N
T
I
N
U
A
T
I
O
N
PLAN
NE 8TH ST
( FEET )
SCALE
1 INCH = 20 FT.
20 20 40100
CONSTRUCTION NOTES:
TEMPORARY / PERMANENT WATER SERVICE CONNECTIONS AND METER
BOXES PER KCWD 90 STANDARD DETAILS
TEMPORARY BYPASS CONNECTION
CONNECT TO EX. WATER MAIN. ALL JOINTS ARE RESTRAINED. PROVIDE
NECESSARY PIPE, FITTINGS, AND INCIDENTALS TO COMPLETE THE
CONNECTION.
INSTALL FIRE HYDRANT ASSEMBLY PER KCWD 90 STANDARD DETAILS
CONNECT TO EX. FIRE HYDRANT. ALL JOINTS ARE RESTRAINED. PROVIDE
NECESSARY PIPE, FITTINGS, AND INCIDENTALS TO COMPLETE THE
CONNECTION.
TRENCH BACKFILL AND PAVEMENT RESTORATION PER DETAIL ON SHEET C-2
1
2
3
4
5
POTENTIAL TIE-IN LOCATION
TO EX. 8" DI WATER MAIN
3
APPROXIMATE
LOCATION
OF PULL PIT
1
PIPEBURST EX. 6" STEEL WATER
MAIN WITH 10" HDPE DR 11 WITH
TRACER WIRE
INSTALL:
-10"x6" TEE
- 6" GATE VALVE
5
INSTALL 2" HDPE TEMPORARY BYPASS
FROM FIRE HYDRANT AND RUN ALONG
ROADWAY SHOULDER/DITCH AND
THROUGH SD CROSSINGS AND/OR OVER
DRIVEWAYS WITH RAMPS
111
PIPEBURST EX. 6" STEEL WATER
MAIN WITH 10" HDPE DR 11 WITH
TRACER WIRE
APPROXIMATE LOCATION
OF INSERTION PIT
REMOVE EX. VALVE
INSTALL 10" GATE VALVE
INSTALL 2" HDPE TEMPORARY BYPASS
FROM FIRE HYDRANT AND RUN ALONG
ROADWAY SHOULDER/DITCH AND
THROUGH SD CROSSINGS AND/OR OVER
DRIVEWAYS WITH RAMPS
1
1
REMOVE/REPLACE
THIS HYDRANT
4
PLAN
NE 8TH ST
PLAN
NE 8TH ST
INSTALL:
-10"x6" TEE
- 6" GATE VALVE
INSTALL 2" HDPE TEMPORARY BYPASS
FROM FIRE HYDRANT AND RUN ALONG
ROADWAY SHOULDER/DITCH AND
THROUGH SD CROSSINGS AND/OR OVER
DRIVEWAYS WITH RAMPS
APPROXIMATE LOCATION
OF PULL PIT
INSTALL (2) PIPE STRADDLE
BLOCKS (DEADMAN)
POTENTIAL TIE-IN LOCATION TO
EX. 8" AND 12" DI WATER MAINS
32
1
11
5
1
RE
ENIGNELANOISSE
F
O
R
P 51063 DERETSIGER
N
O
T
G
NIHSAWFOETATS
NE
S
N
E
T
SIRHC
C
R
AIG
F R A S E R
6
6
6
5/1/25