HomeMy WebLinkAboutFR-98-001FR-98-001
Approved by Cheryl Beyer via 10/12/2020 email
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32 NO PARKING FIRE LANE34
CRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
••••12"DI W12"DI W
12"DI WG0+00G1+00A10+00 A11+00 A12+00 A13+00 A14+00
S1+00S1+00
12"DI
W12"DI WG0+00G1+00A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS
A10+00 A11+00 A12+00 A13+00 A14+00
STA A9+51, 19.2' LT
1-48'' SDMH #1
STA A9+50, 24.2' LT
1-CB #1
STA A11+35, 15.9' LT
1-48'' SDMH #3
STA A12+69, 15.1' LT
1-48'' SDMH #5
STA A12+69, 23.5' LT
1-CB #6
STA A9+61, 48.1' RT
1-48'' SDMH #2
STA A9+92, 62.4' RT
1-CB #2
STA A11+21, 47.9' RT
1-CB #4
12"
C
9
0
0
S
D
8"
D
I
S
D8"PP SD12"DI SD12"C900 SD 12"C900 SD15"C900 SD
8"DI SD
MATCHLINE STA A14+00SEE SHEET SD-4EXIST GR @
ROW CL
15
20
25
30
35
40
45
50
15
20
25
30
35
40
45
50
A9+40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00EXIST W(TO BE ABAN/REMOVED)EXIST UGPEXIST UGPEXIST TEXIST SSIE=20.6EXIST TEXIST UGPEXIST SS(TO BE REMOVED)IE=26.2PROP 12"WEXIST SSIE=20.6180 LF 15" PP SD @ SLP=0.14%134 LF 12" C900 SD @ SLP=0.39%
48'' SDMH #3
IE(IN)12"(E)=28.01
IE(IN)8"(S)=30.38
IE(OUT)15"(W)=27.76
STA A11+35, 16' LT
RIM=32.59
184 LF 12" PP SD @ SLP=0.38%
48'' SDMH #1
IE(IN)12"(N)=28.38
IE(IN)15"(E)=27.50
IE(OUT)12"(S)=27.50
IE(OUT)12"(W)=27.50
STA A9+51, 19' LT
RIM=32.17
48'' SDMH #5
IE(IN)12"(E)=28.53
IE(IN)12"(S)=30.00
IE(IN)12"(N)=29.12
IE(OUT)12"(W)=28.53
STA A12+69, 15' LT
RIM=32.93
(RECONNECT)
(PLUG)
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-3
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
S 2ND ST
STORM PLAN & PROFILE
STA A9+40 TO STA A14+00
SEO
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-3 7/20/2020 5:39 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST MATCHLINE STA A14+00SEE SHEET SD-4SHATTUCKAVE S1
11
1111
12
12
9
TYP
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
REMOVE INACTIVE DETECTION LOOP
CB AS SHOWN, SEE COR STD PLAN 200.00
SDMH AS SHOWN, SEE COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
CONSTRUCTION NOTES:
1
11
12
13
CONTINUATION
SEE SHEET SD-15
APPROXIMATE LOCATION
OF 66" SPU CRPL
TYP
CONTINUATION
SEE SHEET SD-19
11
CB #7, SEE SHT SD-40
CB #5, SEE SHT SD-40
SDMH #4, SEE
SHT SD-40
15 TYP OF 2
WHITWORTHAVE S12
15
15
9
431AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
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CRPL #3 66" STL CRPL #3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••H0+00H1+00A14+00 A15+00 A16+00 A17+00H0+00H1+00A14+00 A15+00 A16+00 A17+00
8" C900 SS
8" C900 SS
8" SDR 35 SSA14+00 A15+00 A16+00 A17+00H0+00H1+00STA A14+53, 23.3' LT
1-CB #8
STA A14+53, 14.9' LT
1-48'' SDMH #6
STA A15+88, 13.2' LT
1-48'' SDMH #7
STA A15+88, 23.2' LT
1-CB #10
STA A14+39, 47.9' RT
1-CB #9
STA A15+84, 61.0' RT
1-CB #11
STA A16+22, 62.8' RT
1-CB #12
STA A15+86, 47.2' RT
1-48'' SDMH #8
8"C900 SD
8"DI SD8"C900 SD12"C900 SD12"C900 SD
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40EXIST WEXIST SS (TO BE REMOVED)SEE DEMO SHT D-4135 LF 12" PP SD @ SLP=0.30%
48'' SDMH #7
IE(IN)12"(S)=30.12
IE(IN)12"(N)=29.63
IE(OUT)12"(W)=29.63
STA A15+88, 13' LT
RIM=33.7048'' SDMH #6
IE(IN)12"(E)=29.22
IE(IN)12"(N)=29.63
IE(IN)8"(S)=29.24
IE(OUT)12"(W)=29.22
STA A14+53, 15' LT
RIM=33.75
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-4
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
S 2ND ST
STORM PLAN & PROFILE
STA A14+00 TO STA A16+40
SEO
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-4 7/20/2020 5:39 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MATCHLINE STA A14+00SEE SHEET SD-3MATCHLINE STA A14+00SEE SHEET SD-3MORRISAVE S1 TYP
11
12
11
11
12
11
15
(TYP OF 3)
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
PROPOSED STORM DRAIN MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE
ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE
MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE
ABANDONED
CB AS SHOWN, SEE COR STD PLAN 200.00
SDMH AS SHOWN, SEE COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
CONSTRUCTION NOTES:
1
11
12
13
15
2
2
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32 NO PARKING FIRE LANECRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
12"
C
9
0
0
S
D
8"
D
I
S
D8"PP SD12"DI SD12"C900 SD 12"C900 SD15"C900 SD
8"DI SD
12"DI W12"DI W
12"DI W12"DI
W12"DI WF1+00G0+00A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS
STA A9+72, 12' LT
SSMH #5
1-48" DIA MH
STA A9+72, 28' RT
SSMH #6
1-48" DIA MH
STA A12+87, 29' RT
SSMH #7
1-48" DIA MH
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00
315 LF 8" SDR 35 SS @ SLP=0.4%331 LF 8" C900 SS @ SLP=
1
.
6
%
SSMH #7
IE(IN)8"(W)=19.21
IE(IN)8"(E)=19.21
IE(OUT)8"(S)=19.11
STA A12+87, 29' RT
RIM=33.23
SSMH #6
IE(IN)8"(S)=20.87
IE(OUT)8"(E)=20.54
STA A9+72, 28' RT
RIM=32.51
SSMH #5
IE(IN)8"(W)=21.42
IE(OUT)15"(E)=20.80
STA A9+72, 12' LT
RIM=32.39 EXIST WSEXIST UGPEXIST UGPEXIST UGPEXIST UGPEXIST WEXIST TPROP & EXIST WEXIST TPROP 12"W(BEHIND)
(FUTURE)
(FUTURE)PROP 12"SDIE=30.2EXIST UGPPROP 12"SDIE=30.218-2251
SS-3
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
S 2ND ST
SEWER PLAN & PROFILE
STA A9+60 TO STA A14+00
JJM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-3 7/7/2020 4:31 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
7
9
EXIST GR @
ROW CL
SSMH #26,
SEE SHT SS-15
S 2ND ST
MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+00SEE SHEET SS-4MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+00SEE SHEET SS-4WHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION
SEE SHEET SS-19
1
12 TYP
10
10
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
305 S
2ND ST SEE SS-15 N:
E:
309 S
2ND ST SEE SS-15 N:
E:
315 S
2ND ST SEE SS-15 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
319 S
2ND ST SEE SS-15 N:
E:
321 S
2ND ST SEE SS-15 N:
E:
400 S
2ND ST NIC N:
E:
FOR CONTINUATION
SEE SHEET SS-15
10
10
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
3.PROTECT OR REMOVE AND REPLACE
TRAFFIC DETECTION LOOP
4.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
5.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
6.CONNECT EXIST PIPE TO NEW PIPE W/
FLEX CPLG, SEE DETAIL 2, SHT SS-42
1
2
9
10
12
15
*SS NO. SPECIFIC TO THIS SHEET
TYP
15
TYP
8" C900 SS2526SPU PROPERTY
AT&T CRITICAL FIBER OPTIC,
PROTECT-IN-PLACE PER 1-07.17
CITY ROW
SPU PROPERTY
CITY ROW
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
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4
34
34
3535
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3635
3534
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CRPL #3 66" STL CRPL #3 66" STL CRPL #3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••8"C900 SD
8"DI SD8"C900 SD12"C900 SD12"C900 SD
H0+00A14+00 A15+00 A16+00 A17+00 A18+00
8" C9
0
0
S
S
8" C900 SS
8" C900 SS
8" SDR 35 SSSTA A17+36, 24' RT
SSMH #9
1-48" DIA MH
STA A18+48, 53' RT
SSMH #10
1-48" DIA MH
STA A16+18, 29' RT
SSMH #8
1-48" DIA MH
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40 A16+60 A16+80 A17+00 A17+20 A17+40 A17+60 A17+80 A18+00 A18+20 A18+40 A18+60 A18+80
118 LF 8" C900 SS @
S
L
P
=
2
.
0
%
115 LF 8" C900 SS @ SLP=0.9%
SSMH #8
IE(IN)8"(E)=24.53
IE(IN)8"(S)=24.53
IE(OUT)8"(W)=24.43
STA A16+18, 29' RT
RIM=33.78
SSMH #9
IE(IN)8"(E)=26.97
IE(OUT)8"(W)=26.87
STA A17+36, 24' RT
RIM=34.74
SSMH #10
IE(IN)6"(S)=28.26
IE(OUT)8"(W)=27.99
STA A18+48, 53' RT
RIM=35.99EXIST SS (TO BE ABAN)PROP & EXIST SDIE=30.4EXIST GEXIST WEXIST GEXIST UGP, T & COMEXIST UGP, T & COMEXIST WPROP 12"SDSTA A14+4018-2251
SS-4
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
S 2ND ST
SEWER PLAN & PROFILE
STA A14+00 TO STA A18+80
JJM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-4 7/7/2020 4:31 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND STMATCHLINE STA A14+00SEE SHEET SS-3MATCHLINE STA A18+80SEE SHEET SS-5MATCHLINE STA A14+00SEE SHEET SS-3MATCHLINE STA A18+80SEE SHEET SS-5MORRIS AVE SFOR CONTINUATON
SEE SHEET SS-21
1
12 TYP
10 10 10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
419 S
2ND ST A14+44 N:
E:
507 S
2ND ST SEE SS-21 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
511 S
2ND ST A17+80 N:
E:
513 S
2ND ST
A18+48
SSMH #10
N:
E:
1 2
3
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
1
2
10
12
13
*SS NO. SPECIFIC TO THIS SHEET
2
313
13
10
10
10
REMOVE
BLOCK WALL
113
27282929SPU PROPERTY
CITY ROW
SPU PROPERTY
CITY ROW
2
CONFIRM SIDE
SEWER CO PRIOR
TO CONSTRUCTION
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433
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33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••12" PP SD
8"DI SD8
"
D
I
S
D
12"DI SD
12"C900 SD12"C900 SD8"DI SD
12"DI W
12"DI W12"DIWG0+00 G1+00 G2+00 G3+008" C900 SS8" C900 SS8" SDR 35 SS10
15
20
25
30
35
40
10
15
20
25
30
35
40
G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
366 LF 8" C900 SS @ SLP=0.4%EXIST 66"W (SPU)EXIST 12"SDIE=28.4EXIST UGP & TEXIST WS(TO BE REMOVED)EXIST 51.5"W (SPU)EXIST 12"SDIE=28.7SSMH #7
IE(IN)8"(W)=19.21
IE(IN)8"(E)=19.21
IE(OUT)8"(S)=19.11
STA G0+29, 0' LT
RIM=33.23 EXIST WSEXIST & PROP WEXIST 6"SDIE=29.8PROP FHPROP WSPROP 12"SDIE=30.4PROP 8"SDIE=30.818-2251
SS-19
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
WHITWORTH AVE S
SEWER PLAN & PROFILE
STA G0+00 TO STA G3+20
JJM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-19 7/7/2020 4:31 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET SS-20MATCHLINE STA G3+20SEE SHEET SS-2012 TYP
1
S 2ND STSIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
215
WHITWORTH
AVE S
G2+65 N:
E:
220
WHITWORTH
AVE S
G3+15 N:
E:
1
2
13 1
13 2
SSMH #7, SEE SHT SS-3
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
4.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
1
10
12
13
FOR CONTINUATION
SEE SHEET SS-3
FOR CONTINUATION
SEE SHEET SS-3
*SS NO. SPECIFIC TO THIS SHEET
10
5' MIN
PROTECT SPU WATER IN PLACE PER
1-07.17, DO NOT ALLOW EXIST PEA
GRAVEL BACKFILL TO UNRAVEL,
BACKFILL PIPE BEDDING PER SPU
STD PLAN 350
REPLACE SS
TO GUTTER
SPU ROWSPU ROW14CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
34
33
3333
32 NO PARKING FIRE LANECRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS
12"
C
9
0
0
S
D
8"
D
I
S
D8"PP SD12"DI SD12"C900 SD 12"C900 SD15"C900 SD
8"DI SDF1+0012"DI W12"DI W
12"DI WG0+00A10+00 A11+00 A12+00 A13+00 A14+00
S1+00S1+00
12"DI
W12"DI WSTA A9+80, 7' LT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
STA A11+42, 6' LT = STA S1+00
1-12" TEE, FLG
3-12" GV. FLGxRJ
1-TB
STA A12+78, 5' LT
1-12" 90° BEND, RJ
ROTATED UP
1-TB
STA A9+71, 0' LT
STA A12+87
STA G0+00
STA A9+73, 18' LT
1-CUT AND CAP, RJ & TB
STA A12+99, 39' RT
1-CUT AND CAP, RJ & TB
1-CUT AND CAP
1-BLIND FLANGE & TEMP TB
STA A9+85, 7' LT
1-12" 45° VERT BEND, RJ
IE=27.5
STA A9+90, 7' LT
1-12" 45° VERT BEND, RJ
IE=24.0
STA A12+69, 5' LT
1-12" 45° BEND, RJ
ROTATED DOWN
1-TB
STA A12+57, 5' LT
1-12" GV, RJxRJ
STA A14+00, 39' RT
1-12" GV, RJxRJ26 258611444379STA A10+20, 7' LT
INSULATING SLV STA A12+35, 5' LT
INSULSATING SLV
STA A12+86, 39' RT
1-22.5° BEND, RJ
1-TB
STA A12+92, 39' RT
1-22.5° BEND, RJ
1-TB
STA A13+04, 39' RT
INSULATING SLV
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40EXIST UGPEXIST UGPEXIST UGPEXIST UGP12"DI WEXIST SS (TBA)IE=20.8EXIST TEXIST 6"W (TBA)PROP 12"SDIE=30.0PROP 12"SDIE=30.9PROP 12" WIE=24.0PROP 12"WIE=19.5MATCHLINE STA A9+60SEE SHEET W-24' MINCOVEREXIST GR @
ROW CL
EXIST 8"W (TBA)EXIST 12"W (TBA)EXIST 12"DI WPROP 12"WIE=26.0PROP 8"SSIE=19.0PROP WSEXIST GPROP WSSTA A9+90
1-12" 45° VERT BEND, RJ
IE=27.5
STA A9+85
1-12" 45° VERT BEND, RJ
IE=24.0
STA A12+69
1-12" 45° VERT BEND, RJ
IE=28.0
STA A12+78
1-12" 90° COMPOUND BEND, RJ
IE=19.5
STA A12+78
1-12" 22.5° BEND, RJ
IE=26.5
STA A12+83
1-12" 22.5° BEND, RJ
IE=26.5
STA A12+88
1-12" 22.5° BEND, RJ
IE=28.3
INSTALL JOINT BONDS AND
ANODES FOR EACH PIPE
LENGTH AND FITTING
STA A10+20
INSULATING SLV
STA A12+35
INSULATING SLV
STA A13+04
INSULATING SLV
INSTALL JOINT BONDS AND ANODES
FOR EACH PIPE LENGTH AND FITTING
18-2251
W-3
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
S 2ND ST
WATER PLAN & PROFILE
STA A9+60 TO STA A14+40
JAM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-3 7/10/2020 2:23 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST
MATCHLINE STA A9+60SEE SHEET W-2SHATTUCK AVE S1 TYP
FOR CONTINUATION
SEE SHEET W-15
FOR CONTINUATION
SEE SHEET W-19
15
20
WHITWORTH AVE SD
W-40
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT
MAIN
321 S 2ND ST 1"A12+07, 5' LT
IRRIGATION 2"A13+26
1
2
EXIST 6" FIRE
SPRINKLER VAULT
1 8
43FOR CONTINUATION
SEE SHEET W-30
24
132
13
15
8
20
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS. SEE CORROSION
PROTECTION DETAILS.
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER
PIPE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATION. SEE CORROSION
PROTECTION DETAILS.
REPLACE EXISTING WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXISTING SERVICE
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXISTING SERVICE
WATER SERVICE TO BE INSTALLED WITH A
2" SADDLE TAP PRIOR TO ABANDONMENT OF
8" WATER BETWEEN SHATTUCK AVE S AND
WHITWORTH AVE S
24
SEE SHT W-30 FOR
PLAN & PROFILE
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'799
9 6
6
9
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••F1+00 F2+00 F3+00 F4+00 F5+00
8" SDR 35 SS8" SDR 35 SS
18" PP SD 18" PP SD 18" PP SD12" C900 SD12"PP SD12"PP SD12"PP SD15"C900 SDF1+00 F2+00 F3+00 F4+00 F5+00
12"DI W12"DI W12"DI W12"DI W
STA F0+93, 9' LT
1-12" TEE, FLG
1-12" GV, FLGxFLG
2-12" GV, FLGxRJ
1-TB
STA F1+41, 8' LT
1-12" 11.25° BEND, RJ
1-TB
STA F1+02, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F0+97, 8' LT
1-12" 45° BEND, FLGxRJ
1-TB
STA F1+83, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F1+88, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F2+23, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F2+32, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F2+40, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F2+45, 13' LT
1-12" 45° BEND, RJ
1-TB
STA F0+95, 38' RT
STA F4+05, 12' LT
1-12"x4" TEE, FLGxRJ
1-4" GV, FLGxRJ
1-TB
STA F1+76, 8' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB
523725
49
50
51
53 54 55
75
STA F1+16, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F1+24, 8' LT
1-12" 45° BEND, RJ
1-TB
STA F2+65, 13' LT
INSULATING SLV
STA F3+10, 9' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB
15
20
25
30
35
40
45
15
20
25
30
35
40
45
F0+80 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 F5+80
12"DI WEXIST TEXIST 66"W (SPU)CROWN= 28.8, IE=23.3EXIST UGP (3)EXIST 51.5"W (SPU)CROWN=29.7, IE=25.4EXIST 12" SD (TBA)PROP 12" WIE=24.0EXIST 66"W (SPU)CROWN=29.5, IE=24.0EXIST T(2)PROP WSEXIST UGPEXIST UGPTO BE RELOCATEDPROP 12" SDIE=30.5PROP 12" SDIE=29.4PROP SS SIDE SEWEREXIST GR @
ROW CL
MATCHLINE STA F5+80SEE SHEET W-164' MINCOVER2'MINSTA F0+98
1-12" 45° BEND, FLGxRJ
IE=24.0
STA F1+83
1-12" 45° VERT BEND, RJ
IE=24.4
STA F2+23
1-12" 45° VERT BEND, RJ
IE=19.8
STA F2+32
1-12" 45° VERT BEND, RJ
IE=26.3
STA F1+24
1-12" 45° BEND, RJ
IE=24.02' MINPROP WS (3)20"STEEL
CASING, LTFPROP FHPROP 12" SDIE=29.4EXIST 8"SDSTA F1+88
1-12" 45° VERT BEND, RJ
IE=19.8PROP 12" SDIE=27.3PROP 12" SSIE=20.8PROP WS20"STEEL
CASING, LTF
STA F1+02
1-12" 45° BEND, RJ
IE=19.5 STA F1+16
1-12" 45° BEND, RJ
IE=19.5 PROP SS SIDE SEWERPROP FHSTA F2+65
INSULATING SLV
INSTALL JOINT BONDS AND ANODES FOR
EACH PIPE LENGTH AND FITTING
18-2251
W-15
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
SHATTUCK AVE S
WATER PLAN & PROFILE
STA F0+00 TO STA F5+80
JAM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-15 7/10/2020 2:23 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 2ND STMATCHLINE STA F5+80SEE SHEET W-16SHATTUCK AVE S 1 TYP
TYP
OF 3 20
21
FOR CONTINUATION
SEE SHEET W-2
FOR CONTINUATION
SEE SHEET W-3
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
211 SHATTUCK AVE S 3"F4+09, 27' RT
305 S 2ND ST 1"F1+70, 28' LT
309 S 2ND ST 1"F1+71, 28' LT
315 S 2ND ST 1"F1+72, 28' LT
220 SHATTUCK AVE 1"F3+59, 24' LT
1
2
3
4
5
4
2 3 4
495012 5420
14
5
1
15
** SERVICE SHALL CONNECT TO THE MAIN WITH 4" DI PIPE. THE
METER BOX WILL BE BASED ON A 3" SERVICE.
**
9
9
12
15
3
4
20
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
REMOVE AND REPLACE EXISTING STORM TO
A DISTANCE OF 10 FT ON BOTH SIDES OF
PROP WATER. STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXISTING SLOPE,
SIZE, AND ALIGNMENT.
SUPPORT SPU WATER IN PLACE PER 1-07.17.
DO NOT ALLOW EXIST PEA GRAVEL BACKFILL
TO UNRAVEL. BACKFILL PIPE BEDDING PER
SPU STD PLAN 350
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS. SEE CORROSION
PROTECTION DETAILS
CASING PIPE SHALL CONFORM TO STD 412,
SPU SUPPORT DETAILS IN APPENDIX A
WATER SERVICES CORP CONNECTIONS
SHALL BE A MIN OF 18" FROM OTHER
SERVICES OR FITTINGS
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXISTING SERVICE
REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.4 AND
RECONNECT TO EXISTING SERVICE
21
14
9
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'375253553
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434333433
3333
33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••G0+00 G1+00 G2+00 G3+008" C900 SS8" C900 SS8" SDR 35 SS12" PP SD
8"DI SD8
"
D
I
S
D
12"DI SD
12"C900 SD12"C900 SD8"DI SD
12"DI W
12"DI WG0+00 G1+00 G2+00 G3+0012"DIWSTA G-0+05, 9' RT
1-12" 90° BEND, RJ
1-TB
STA G0+20, 9' RT
1-12" 22.5° BEND, RJ
1-TB
STA G0+39, 9' RT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
STA G0+69, 9' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB
STA G0+04, 9' RT
1-12" 11.25° BEND, RJ
1-TB
STA G0+17, 9' RT
1-12" 22.5° BEND, RJ
1-TB
STA G0+00, 0' RT
STA A12+87, 0' RT
STA G1+82, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G1+90, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+24, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+32, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+59, 8' RT
1-12" 90° BEND, FLGxRJ
1-12" DI SPL, LTF
1-12" TAPPING GV, FLG
2-TB
1-12" TAPPING TEE, FLG
STA G-0+00, 9' RT
1-12" 11.25° BEND, RJ
1-TB
26
14
59 605861
1
79
STA G2+56, 8' RT
INSULATING SLV
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
G-0+20 G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
EXIST 12"W12"DI W EXIST 66"W (SPU)CROWN=29.7, IE=24.2EXIST 51.5"W (SPU)CROWN=30.3, IE=26.0EXIST 12"SDIE=28.5EXIST 6"SD (TBA)IE=28.9PROP 8"SSIE=19.3EXIST 12"SD (TBA)IE=28.4EXIST UGP (3)EXIST UGPEXIST UGP (3)EXIST 6"SD (TBA)IE=29.8EXIST 66"W (SPU)CROWN=28.7, IE=23.2PROP FHMATCHLINE STA G3+20SEE SHEET W-20EXIST GR @
ROW CL
2'MINSTA G0+27
1-12" 45° VERT BEND, RJ
IE=26.5
STA G0+20
1-12" 45° VERT BEND, RJ
IE=19.5
STA G1+90
1-12" 45° VERT BEND, RJ
IE=20.5
STA G1+82
1-12" 45° VERT BEND, RJ
IE=27.5
STA G2+24
1-12" 45° VERT BEND, RJ
IE=20.5
STA G2+30
1-12" 45° VERT BEND, RJ
IE=26.62'MIN4' MINCOVEREXIST 8"W (TBA)PROP 12"SDIE=30.9PROP 12"WIE=19.5PROP WSCONNECT TOEXIST 12"WIE=26.620" STEEL
CASING, LTF
20" STEEL
CASING, LTFEXIST UGP & TPROP 12"WIE=26.5INSTALL JOINT BONDS AND ANODES FOR
EACH PIPE LENGTH AND FITTING
STA G2+55
INSULATING SLV
18-2251
W-19
of X
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
July 2020
100% SUBMITTAL
AS SHOWN
Murraysmith
www.murraysmith.us
PRELIMINARY ONLY
DO NOT USE FOR CONSTRUCTION
July 2020
WHITWORTH AVE S
WATER PLAN & PROFILE
STA G0+00 TO STA G3+20
JAM
BAW
TTT
XNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-19 7/10/2020 2:23 PM HCM 23.0s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET W-201 TYP
20
17
15
FOR CONTINUATION
SEE SHEET W-3 S 2ND ST12"DI W
24
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
319 S 2ND ST 1"G1+291
4
E
W-41
8
125960586119
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
REMOVE AND REPLACE EXISTING STORM TO
A DISTANCE OF 10 FT ON BOTH SIDE OF
PROP WATER. STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXISTING SLOPE,
SIZE, AND ALIGNMENT
SUPPORT SPU WATER IN PLACE PER 1-07.17.
DO NOT ALLOW EXIST PEA GRAVEL BACKFILL
TO UNRAVEL. BACKFILL PIPE BEDDING PER
SPU STD PLAN 350
GAS TO BE RELOCATED PRIOR TO
CONSTRUCTION
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER
PIPE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS. SEE CORROSION
PROTECTIONS DETAILS.
CASING PIPE SHALL CONFORM TO STD 412
SPU SUPPORT DETAILS IN APPENDIX A
FIRE HYDRANT ASSEMBLY PER COR STD
PLAN 310.1. CLOSE EXISTING HYDRANT
VALVE. REMOVE HYDRANT, VALVE COVER, &
VALVE BOX. SALVAGE TO COR OR DISPOSE
AS DIRECTED BY CITY ENGINEER.
CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.1 AND RECONNECT
TO EXIST SERVICE
WATER SERVICE TO BE INSTALLED WITH A
2" SADDLE TAP PRIOR TO ABANDONMENT OF
8"W BETWEEN SHATTUCK AVE S AND
WHITWORTH AVE S
PROPOSED WATER MAY HAVE A CONFLICT
WITH EXISTING UTILITY TO BE ABANDONED,
CONTRACTOR SHALL TAKE APPROPRIATE
MEASURE TO INSTALL THE WATER UTILITY
SUCH THAT FUNCTIONALITY OF THE
EXISTING UTILITY IS MAINTAINED UNTIL
SUCH TIME AS IT IS ABANDONED
4
8
12
15
17
3
7
20
24
25
9
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
EXIST DEADMAN BLOCK
147
3
9
\\rv12rfps02\Depts\PW\File Sys\WWP - WasteWater\WWP-27-03949 Downtown Utility Improvements\02_Design\Seattle ROW Documents\SPU Property Crossings Matrix.docx
Renton Downtown Utility Improvement Project
Proposed Renton Utilities Within SPU Property
Crossing
Number
Proposed Utility
(City of Renton)
Location Description
1 8” Storm Drain S 2nd St SD lateral crosses over SPU CRPL #3
2 12” Storm Drain S 2nd St SD main crosses over SPU CRPL #3
3 8” Storm Drain S 2nd St SD lateral crosses over SPU CRPL #3
4 12” Storm Drain S 2nd St SD main crosses over SPU CRPL #3
5 8” Sanitary Sewer S 2nd St SS main parallel with SPU CRPL #3
6 8” Sanitary Sewer Whitworth Ave S SS main crosses under SPU CRPL #1 and #2
7 12” Water S 2nd St W main crosses under SPU CRPL #3
8 1” Water Service S 2nd St W service crosses over SPU CRPL #3
9 12” Water S 2nd St W service crosses SPU CRPL #3
10 2” Water Service S 2nd St W service enters SPU property near CRPL #3
11 12” Water Shattuck Ave S W main crosses under SPU CRPL #1 and #2
12 12” Water Whitworth Ave S W main crosses under SPU CRPL #1 and #2