200TH ST SW
50T
H A
VE
W
48T
H A
VE
W
44T
H A
VE
W
I
-
5
S
O
U
T
H
I
-
5
N
O
R
T
H
Sheet List TableSheet No. Sheet Title
Dwg No.
LYNNWOOD
W A S H I N G T O N
SUMMER 2020
48TH AVE SEWER MAIN & 200TH ST WATER MAIN IMPROVEMENTS
CITY OF LYNNWOOD
MAYORNICOLA SMITH
PUBLIC WORKS DIRECTORWILLIAM A. FRANZ
CITY COUNCIL GEORGE HURST
SHANNON SESSIONSJULIETA ALTAMIRANO-CROSBY
CHRISTINE FRIZZELLIAN COTTONJIM SMITH
RUTH ROSS
CONTACT PERSONNEL
CALL 48 HOURS BEFORE YOU DIGONE CALL 811 OR 1-800-424-5555
REPORT ALL SPILLSDEPT. OF ECOLOGY 1-800-258-5990
RICK BALLARD, P.E. RH2 ENGINEERING (425) 951-5328
EDWIN HALIM, P.E. RH2 ENGINEERING (425) 951-5332
ALEX FUSSELL, P.E. RH2 ENGINEERING (425) 951-5348
SADIA FAIZA CITY OF LYNNWOOD (425) 670-5229
REPAIR DEPT. PUGET SOUND ENERGY (888) 225-5773
REPAIR DEPT. CENTURY LINK (800) 244-1111
VICINITY MAP
PROJECT LOCATION
CONSTRUCTION NOTES
1. SITE ADDRESS: 200TH ST SW & 44TH AVE W., LYNNWOOD, WA 98036
200TH ST SW & 48TH AVE W., LYNNWOOD, WA 98036
2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR
CONSTRUCTION.
3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE
BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS-CONSTRUCTED (AS-BUILT) RECORDS.
6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF LYNNWOOD STANDARDS AND THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE
STANDARD SPECIFICATIONS.
7. A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING
CONSTRUCTION AFTER A PERIOD OF MORE THAN 5 DAYS OF NO WORK BEING PERFORMED.
8. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR
TO CONSTRUCTION.
9. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY
THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUSTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES REQURIED TO PERFORM THE WORK.
PROJECT
LOCATION
PROJECT
LOCATIONS
SHADED PAGES TO BE ADDED IN FUTURE SUBMITTAL
30%
S
U
B
M
IT
TA
L
48TH AVE W
200TH ST SW
281 LF OF 18" PVC SEWER
PROVIDE:
(1) 48" TYPE 1 MANHOLE
11 LF OF 18"
PVC SEWER
PROVIDE:
(1) 48" TYPE 1 MANHOLE41 LF OF 18"
PVC SEWER
PROVIDE:
(1) 48" TYPE 1 MANHOLE
SS
02
M
AT
CH
L
IN
ES
SO
2 M
AT
CH
L
IN
E
200TH ST SW
50
TH
A
VE
W
48
TH
A
VE
W
44
TH
A
VE
W
I
-
5
S
O
U
T
H
I
-
5
N
O
R
T
H
VICINITY MAP P
R
E
LIM
IN
A
R
Y
R
E
V
IE
W
D
R
A
W
IN
G
S
CIT
Y O
F LY
NN
WO
OD
48TH
AV
E S
EW
ER
MA
IN A
ND
200
TH S
TW
ATE
R M
AIN
IMP
RO
VE
ME
NTS
XX
X
XX
X
Mar 18, 2020
Mar 18, 2020
LY
NN
119-207
LW
S-D
-S
EW
ER
P.D
WG
SHOWN
SS01 3
YY
DWG NO.:
DATE
DESC
RIPT
ION
RE
VIS
ION
S
BYRE
VIEW
ENG
INEE
R:SA
VE D
ATE:
REVI
EWED
:PL
OT
DATE
:
CLIE
NT:
FILE
NAM
E:
SHEET NO.:
JOB
NO.:
NO.
0" 1" 2"DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
48TH
AV
E P
RO
PO
SE
D S
EW
ER
PLA
N I
LY
NN
WO
OD
W A
S
H
I N
G
T
O
N
PRELIMINARY
PRELIMINARY
PROPOSED SEWER PLAN
NTC: PLEASE ADVISE IF THIS STRUCTURE AND PIPE SHOULD BE
INSTALLED UNDER THIS CONTRACT TO FACILITATE A FUTURE
CONNECTION. THIS APPROACH MAY MINIMIZE FUTURE ROAD
CLOSURES, AS A CLOSURE OF 200TH ST SW WILL ALREADY BE
NECESSARY FOR THIS PROJECT. IF THIS IS NOT INSTALLED
NOW, THE SEGMENT OF 12" CONC STORM IMMEDIATELY EAST
WILL NEED TO BE UPSIZED AT A LATER TIME.
NTC: THIS PIPE IS UNDERSIZED
AND WILL NEED TO BE UPSIZED
DURING THIS OR THE PLANNED
FUTURE PROJECT.
RECONNECT SIDE SEWER
TO PROPOSED LINE, TYP.
48TH AVE W332 LF OF 18"
PVC SEWER
PROVIDE:
(1) 48" SADDLE MANHOLE
7 LF OF 21"
PVC SEWER
SS
01
M
AT
CH
L
IN
ES
S0
1 M
AT
CH
L
IN
E
200TH ST SW
50
TH
A
VE
W
48
TH
A
VE
W
44
TH
A
VE
W
I
-
5
S
O
U
T
H
I
-
5
N
O
R
T
H
SS
01 M
AT
CH
LIN
ES
S01 M
AT
CH
LIN
E
VICINITY MAP P
R
E
LIM
IN
A
R
Y
R
E
V
IE
W
D
R
A
W
IN
G
S
CIT
Y O
F LY
NN
WO
OD
48TH
AV
E S
EW
ER
MA
IN A
ND
200
TH S
TW
ATE
R M
AIN
IMP
RO
VE
ME
NTS
XX
X
XX
X
Mar 18, 2020
Mar 18, 2020
LY
NN
119-207
LW
S-D
-S
EW
ER
P.D
WG
SHOWN
SS02 4
YY
DWG NO.:
DATE
DESC
RIPT
ION
RE
VIS
ION
S
BYRE
VIEW
ENG
INEE
R:SA
VE D
ATE:
REVI
EWED
:PL
OT
DATE
:
CLIE
NT:
FILE
NAM
E:
SHEET NO.:
JOB
NO.:
NO.
0" 1" 2"DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
48TH
AV
E P
RO
PO
SE
D S
EW
ER
PLA
N II
LY
NN
WO
OD
W A
S
H
I N
G
T
O
N
PRELIMINARY
PRELIMINARY
PROPOSED SEWER PLAN
RECONNECT SIDE SEWER
TO PROPOSED LINE, TYP.
200TH ST SW
44TH
AVE
W
18 LF OF 12"
DI WATER
77 LF OF 12"
DI WATER
200TH ST SW
50
TH
A
VE
W
48
TH
A
VE
W
44
TH
A
VE
W
I
-
5
S
O
U
T
H
I
-
5
N
O
R
T
H
P
R
E
LIM
IN
A
R
Y
R
E
V
IE
W
D
R
A
W
IN
G
S
CIT
Y O
F LY
NN
WO
OD
48TH
AV
E S
EW
ER
MA
IN A
ND
200
TH S
TW
ATE
R M
AIN
IMP
RO
VE
ME
NTS
VICINITY MAP
XX
X
XX
X
Mar 18, 2020
Mar 18, 2020
LY
NN
119-207
LW
S-D
-W
AT
ER
P.D
WG
SHOWN
W01 5
YY
DWG NO.:
DATE
DESC
RIPT
ION
RE
VIS
ION
S
BYRE
VIEW
ENG
INEE
R:SA
VE D
ATE:
REVI
EWED
:PL
OT
DATE
:
CLIE
NT:
FILE
NAM
E:
SHEET NO.:
JOB
NO.:
NO.
0" 1" 2"DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
200T
H S
TRE
ET
PR
OP
OS
ED
WA
TER
MA
INP
LAN
LY
NN
WO
OD
W A
S
H
I N
G
T
O
N
PRELIMINARY
PRELIMINARY
PROPOSED WATER MAIN PLAN
PROVIDE TEE CONNECTION TO EXISTING
MAIN WITH VALVING TO FACILITATE
FUTURE CONNECTIONS, TYP. OF EACH END
PROVIDE VALVES TO
FACILITATE FUTURE
CONNECTION