d e S. 2. T. 20N. R. 3E. W.M. rv e s e 1.REFER TO TESC ...
15
5 SHEET OF SHEETS DATE REVISION DESCRIPTION BY DESIGNED BY: PLAN NUMBER $$ PL OT NF O$$ DRAFTED BY: CHECKED BY: PROJ. MANGER: CODE 9 / 30 / 2019 9 : 13 : 57 AM USMM675476 P R EL I MI NA R Y WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South Copy r i gh t © W SP USA I n c . All Ri gh t s Re s e r v e d . SHEET KEY 1 7 8 14 13 11 12 9 10 3 4 2 15 5 6 REMOVAL OF PAINTED LINE LEGEND WALL GUARDRAIL FENCE SITE PREPARATION NOTES REMOVAL OF HMA REMOVAL OF CONCRETE SIDEWALK LIMITS OF CLEARING AND GRUBBING SAWCUT LINE LIMITS OF PROPOSED PAVEMENT MARKINGS. REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7. THIS WORK PRIOR TO CONSTRUCTION. STRUCTURES AND OTHER FEATURES AFFECTING AND DIMENSIONS OF ALL EXISTING UTILITY SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, PREPARATION OF THESE PLANS. THE CONTRACTOR INFORMATION AVAILABLE AT THE TIME OF FEATURES ARE SHOWN ACCORDING TO EXISTING UTILITY STRUCTURE AND OTHER LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6. BY ILLUMINATION PLAN. BOXES AND CONDUIT THAT ARE MADE OBSOLETE REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5. RELOCATION, MODIFICATION, AND PROTECTION. ILLUMINATION PLANS FOR ILLUMINATION REMOVAL, REMOVAL, MODIFICIATION, AND PROTECTION, AND AND PROTECTION, SIGNAL PLANS FOR SIGNAL REFER TO SIGNING PLANS FOR SIGN REMOVAL 4. EXISTING UTILITIES. RELOVAL, RELOCATION, AND PROTECTION OF REFER TO EXISTING UTILITIES PLANS FOR 3. TO REMAIN. SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2. DEVICES. DAMS, AND OTHER WATER POLLUTION CONTROL REFER TO TESC PLANS FOR SILT FENCE, CHECK 1. CONCRETE BARRIER L. MUNIR INTERSTATE 5 SP01 PORT OF TACOMA ROAD INTERCHANGE PHASE 2 564 116 S. BENNION 40 20 SCALE IN FEET 0 S. 2. T. 20N. R. 3E. W.M. SITE PREPARATION PLAN M A T C H L I N E E S T A . 9 + 50 S EE S H E ET SP 02 20TH ST DR E E LINE 20 T H ST E BEGIN CONCRETE SIDEWALK REMOVAL E 5+19.81 (21.85' RT) END CONCRETE SIDEWALK REMOVAL E 7+89.92 (24.98' RT) BEGIN CONCRETE SIDEWALK REMOVAL E 8+12.65 (36.50' RT) END CONCRETE SIDEWALK REMOVAL E 8+33.45 (52.10' RT) SIDEWALK REMOVAL BEGIN CONCRETE E 8+53.56 (38.87' RT) BEGIN HMA REMOVAL (23.07' LT, 14.72' RT) E 9+06.44 J. KING J. SUAZO
Transcript of d e S. 2. T. 20N. R. 3E. W.M. rv e s e 1.REFER TO TESC ...
5
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
3:5
7
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP01
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
116
S. BENNION
4020
SCALE IN FEET
0
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
MATCH LINE E STA. 9+50SEE SHEET SP02
20TH ST DR E
E LINE
20T
H
ST
E
BEGIN CONCRETE SIDEWALK REMOVAL
E 5+19.81 (21.85' RT)
END CONCRETE SIDEWALK REMOVAL
E 7+89.92 (24.98' RT)
BEGIN CONCRETE SIDEWALK REMOVAL
E 8+12.65 (36.50' RT)
END CONCRETE SIDEWALK REMOVAL
E 8+33.45 (52.10' RT)
SIDEWALK REMOVAL
BEGIN CONCRETE
E 8+53.56 (38.87' RT)
BEGIN HMA REMOVAL (23.07' LT, 14.72' RT)
E 9+06.44
J. KING
J. SUAZO
10
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
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$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
3:5
8
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP02
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
117
S. BENNION
SE
E
SH
EE
T S
P03
MA
TC
H
LIN
E
E
ST
A. 13+00
4020
SCALE IN FEET
0
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
MA
TC
H
LIN
E
E
ST
A. 9+50
SE
E
SH
EE
T S
P01
E LINE
20TH ST E
SIDEWALK REMOVAL
BEGIN CONCRETE
E 9+74.27 (25.57' LT)
BEGIN HMA REMOVAL
E 9+88.06 (27.50' LT)
END HMA REMOVAL
E 10+40.06 (27.50' LT)
AP HMA REMOVAL
E 12+26.89 (26.50' LT)
AP HMA REMOVAL
E 12+26.83 (31.50' LT)
BEGIN CLEARING AND GRUBBING
E 11+96.96 (17.81' LT)
AP HMA REMOVAL
E 11+77.20 (31.50' LT)
SIDEWALK REMOVAL
END CONCRETE
E 11+51.35 (19.41' LT)
BEGIN HMA REMOVAL
E 11+59.49 (26.50' LT)
AP HMA REMOVAL
E 11+77.20 (26.50' LT)
J. KING
J. SUAZO
15
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
0
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP03
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
118
S. BENNION
MATCH LINE C STA. 11+70
SEE SHEET SP09
SE
E
SH
EE
T S
P04
MA
TC
H
LIN
E
E
ST
A. 18+00
MA
TC
H
LIN
E
E
ST
A. 13+00
SE
E
SH
EE
T S
P02
S. 2. T. 20N. R. 3E. W.M.
4020
SCALE IN FEET
0
SITE PREPARATION PLAN
20TH ST E
E LINE
PO
RT
OF
TA
CO
MA
RD
C
LIN
E
SIDEWALK REMOVAL
END CONCRETE
E 15+15.29 (45.45' RT)
BEGIN CLEARING AND GRUBBING
E 13+94.87 (146.33' RT)
BEGIN CLEARING AND GRUBBING
E 16+33.90 (42.50' LT)
SIDEWALK REMOVAL
BEGIN CONCRETE
E 17+19.10 (15.08' LT)
BEGIN HMA REMOVAL
E 17+23.55 (67.93' LT)
END CLEARING AND GRUBBING
E 13+26.17 (11.18' LT)
AP HMA REMOVAL
E 13+49.00 (26.50' LT)
END CLEARING AND GRUBBING
E 15+28.53 (171.21' RT)
END CLEARING AND GRUBBING
E 17+50.76 (13.21' LT)
BEGIN CLERAING AND GRUBBING
E 17+76.31 (17.97' LT)
AP HMA REMOVAL
E 13+49.00 (31.50' LT)
BEGIN CLEARING AND GRUBBING
E 13+59.66 (36.13' LT)
END HMA REMOVAL
E 13+59.69 (26.50' LT)
AP HMA REMOVAL
E 13+14.00 (26.50' LT)
AP HMA REMOVAL
E 13+14.00 (31.48' LT)
AND GRUBBING
END CLEARING
C 11+47.36 (25.21' LT)
J. KING
J. SUAZO
BEGIN HMA REMOVAL
E 13+87.91 (46.14' RT)
END HMA REMOVAL
E 14+18.09 (137.62' RT)
AP HMA REMOVAL
E 14+43.82 (52.13' RT)
AP HMA REMOVAL
E 14+19.21 (88.56' RT)
BEGIN CLEARING AND GRUBBING
E 15+71.02 (61.84' RT)
END HMA REMOVAL
E 15+71.22 (150.94' RT)
AP HMA REMOVAL
E 16+14.39 (100.19' RT)
AP HMA REMOVAL
E 16+14.63 (74.46' RT)
RAMP TO BE DEMOLISHED
20
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
1
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP04
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
119
S. BENNION
MATCH LINE D STA. 11+50
SEE SHEET SP10
MA
TC
H
LIN
E
E
ST
A. 18+00
SE
E
SH
EE
T S
P03
SE
E
SH
EE
T S
P05
MA
TC
H
LIN
E
E
ST
A. 23+00
S. 2. T. 20N. R. 3E. W.M.
4020
SCALE IN FEET
0
SITE PREPARATION PLAN
20TH ST E
E LINE
34T
H
AV
E
D
LIN
E
BUILDING TO BE DEMOLISHED
BEGIN CLEARING AND GRUBBING
E 19+99.69 (9.46' LT)
END CLEARING AND GRUBBING
E 19+74.61 (9.46' LT)
BEGIN CLEARING AND GRUBBING
E 19+35.76 (9.48' LT)
END CLEARING AND GRUBBING
E 19+10.77 (16.61' LT)
BUILDING TO BE DEMOLISHED
END HMA REMOVAL
E 22+73.66 (46.35' LT)
BEGIN CLEARING AND GRUBBING
E 21+71.65 (30.85' LT)
END CLEARING AND GRUBBING
E 21+29.99 (9.92' LT)
BEGIN CLEARING AND GRUBBING
E 21+96.89 (47.76' RT)
END CLEARING AND GRUBBING
E 21+41.14 (53.74' RT)
J. KING
J. SUAZO
BEGIN CLEARING AND GRUBBING
D 11+29.52 (35.89' LT)
END HMA REMOVAL
E 21+48.88 (190.46' RT)
END HMA REMOVAL
E 22+20.22 (168.33' RT)
ON
LY
ON
LY
ON
LY
ON
LY
ON
LY
ON
LY
ON
LY
25
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
2
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP05
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564S. BENNION
MA
TC
H
LIN
E
E
ST
A. 23+00
SE
E
SH
EE
T S
P04
SE
E
SH
EE
T S
P06
MA
TC
H
LIN
E
E
ST
A. 28+00
4020
SCALE IN FEET
0
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
120
20TH ST E
E LINE
IND
US
TR
Y
DR
E
J LIN
E
END HMA REMOVAL
E 26+02.73 (97.91' RT)
BEGIN CONCRETE SIDEWALK REMOVAL
E 26+74.84 (30.96' RT)
BEGIN CLEARING AND GRUBBING
END HMA REMOVAL
E 26+46.11 (97.56' RT)
END HMA REMOVAL
BEGIN CLEARING AND GRUBBING
E 24+57.51 (45.16' LT)
END CLEARING AND GRUBBING
BEGIN HMA REMOVAL
E 24+02.64 (47.20' LT)
END CLEARING AND GRUBBING
BEGIN HMA REMOVAL
E 24+98.42 (44.13' LT)
END HMA REMOVAL
BEGIN CLEARING AND GRUBBING
E 25+25.43 (43.33' LT)
BEGIN HMA REMOVAL
E 27+35.11 (28.85' LT)
END HMA REMOVAL
E 27+68.39 (27.61' LT)
BEGIN HMA REMOVAL
E 26+12.88 (97.80' RT)
J. KING
J. SUAZO
BEGIN HMA REMOVAL
END CLEARING AND GRUBBING
E 25+74.55 (98.13' RT)
SIDEWALK REMOVAL
END CONCRETE
E 26+47.30 (32.13' LT)
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
3
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
30
L. MUNIR
INTERSTATE 5 SP06
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
121
S. BENNION
MA
TC
H
LIN
E
E
ST
A. 28+00
SE
E
SH
EE
T S
P05
4020
SCALE IN FEET
0
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
20TH ST E
E LINE
AP HMA REMOVAL
E 31+49.41 (14.00' LT)
END CLEARING AND GRUBBING (25.52' RT)
END HMA REMOVAL (19.95' RT)
AP HMA REMOVAL (14.00' LT)
E 28+92.95
END CONCRETE SIDEWALK REMOVAL
E 28+88.28 (25.45' RT)
J. KING
J. SUAZO
END CLEARING AND GRUBBING
E 31+48.65 (69.04' LT)
BEGIN CLEARING AND GRUBBING
END HMA REMOVAL
E 31+48.97 (27.41' LT)
END CLEARING AND GRUBBING
E 31+32.37 (71.98' LT)
END HMA REMOVAL
E 31+33.63 (33.54' LT)
BEGIN HMA REMOVAL
E 31+02.63 (33.68' LT)
BEGIN CLEARING AND GRUBBING
END HMA REMOVAL
E 29+84.35 (34.19' LT)
BEGIN HMA REMOVAL
E 29+54.68 (34.30' LT)
END CLEARING AND GRUBBING
E 29+33.16 (77.58' LT)
END CLEARING AND GRUBBING
E 28+92.95 (25.52' RT)
Dense Brush
Dense Trees
T T TT
TTTTT
ONLY
L. MUNIR
INTERSTATE 5 SP07
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
122
S. BENNION
S. 2. T. 20N. R. 3E. W.M.
SCALE IN FEET
0 50 100
SITE PREPARATION PLAN
A LINE
INTERSTATE 5
J. KING
J. SUAZO
BEGIN FENCE REMOVALA 10+33.87 (58.72' RT)
BEGIN CONCRETE BARRIER REMOVAL (53.00' RT)END GUARDRAIL REMOVAL (54.00' RT)LN 260+98.28
END FENCE REMOVALA 14+23.54 (52.06' RT)
SE
E S
HE
ET SP08
MA
TC
H
LIN
E
A S
TA. 16+00
BEGIN GUARDRAIL REMOVALI5NB AHD 254+37.48 (66.00' RT)
BEGIN CLEARING AND GRUBBINGA 14+77.05 (23.48' LT)
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
4
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
LN LINE
LM LINEI5NB LINE
AP HMA REMOVALI5NB AHD 254+19.20 (48.74' RT)
BEGIN HMA REMOVALBEGIN CLEARING AND GRUBBINGI5NB AHD 254+19.17 (64.00' RT)
10
15
AHD 255
260
L. MUNIR
INTERSTATE 5 SP08
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
123
S. BENNION
MA
TC
H
LIN
E
A S
TA. 16+00
SE
E S
HE
ET SP07
SCALE IN FEET
0 50 100
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
J. KING
J. SUAZO
END HMA REMOVALLN 268+05.57 (36.26' RT)
SE
E S
HE
ET SP09
MA
TC
H
LIN
E
A S
TA. 23+00
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
5
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER20
265
1250
1245
LM LINE
LN LINE
A LINE
INTERSTATE 5
BEGIN GUARDRAIL REMOVAL (54.00' RT)END CONCRETE BARRIER REMOVAL (53.00' RT)LN 262+39.78
AP HMA REMOVAL (84.28', 97.30' RT)LN 262+00.00
END GUARDRAIL REMOVALLN 264+77.28 (54.00' RT)
ON
LY
L. MUNIR
INTERSTATE 5 SP09
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
124
S. BENNION
MA
TC
H
LIN
E
C
ST
A. 11+70
SE
E
SH
EE
T S
P03
MATCH LINE A STA. 23+00
SEE SHEET SP08
SE
E
SH
EE
T S
P13
MA
TC
H
LIN
E
C
ST
A. 23+70
S. 2. T. 20N. R. 3E. W.M.
SCALE IN FEET
0 50 100
SITE PREPARATION PLAN
SEE SHEET SP10MATCH LINE A STA. 29+50
C LINE
PORT OF TACOMA
INT
ER
ST
AT
E 5
LM
LIN
E
LN
LIN
E
BEGIN HMA REMOVALLN 271+67.72 (36.12' RT)
AND GRUBBINGEND CLEARING A 25+57.51 (35.21' LT)
A
LIN
E
AND GRUBBINGEND CLEARING A 26+1.86 (38.48' LT)
AND GRUBBINGBEGIN CLEARING A 25+94.16 (30.19' LT)
AND GRUBBINGEND CLEARINGA 26+12.57 (70.08' RT)
END HMA REMOVALLM 1254+81.01 (155.96' RT)
AND GRUBBINGBEGIN CLEARING C 14+73.90 (39.70' RT)
J. KING
J. SUAZO
AND GRUBBINGEND CLEARING A 29+37.31 (138.48' LT)
AND GRUBBINGBEGIN CLEARINGC 16+30.30 (28.04' RT)AND GRUBBING
BEGIN CLEARING C 13+21.40 (20.66' RT)
AND GRUBBINGEND CLEARING C 13+36.61 (83.03' RT)
AND GRUBBINGBEGIN CLEARING C 13+44.96 (117.73' RT)
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
7
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
20
15
25
270
1255
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
8
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP10
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
564
125
S. BENNION
SE
E
SH
EE
T S
P14
MA
TC
H
LIN
E
D
ST
A. 23+50
MA
TC
H
LIN
E
D
ST
A. 11+50
SE
E
SH
EE
T S
P04
MATCH LINE A STA. 29+50SEE SHEET SP09
S. 2. T. 20N. R. 3E. W.M.
SCALE IN FEET
0 50 100
SITE PREPARATION PLAN
SEE SHEET SP11MATCH LINE A STA. 37+00
INT
ER
ST
AT
E 5
D LINE
A
LIN
E
LM
LIN
E
LN
LIN
E
GRUBBINGBEGIN CLEARING ANDEND HMA REMOVALD 11+88.43 (45.16' RT)
AND GRUBBINGEND CLEARING D 13+65.48 (62' RT)
BEGIN HMA REMOVALEND CLEARING AND GRUBBINGLN 281+67.52 (18.00' RT)
AND GRUBBINGEND CLEARING D 12+79.23 (39.22' LT)
END CLEARING AND GRUBBINGA 33+31.50 (81.32' RT)
AND GRUBBINGBEGIN CLEARING D 14+09.76 (70.96' RT)
J. KING
J. SUAZO
END FENCE REMOVALA 35+58.48 (67.14' RT)
BEGIN FENCE REMOVALD 12+43.00 (48.27' RT)
AND GRUBBINGEND CLEARING A 31+19.29 (138.65' RT)
AND GRUBBINGEND CLEARING A 31+07.19 (89.72' RT)
BEGIN CLEARING AND GRUBBINGA 33+92.53 (73.48' RT)
END HMA REMOVALA 29+99.12 (154.34' LT)
END CLEARING AND GRUBBINGA 30+58.35 (76.74' LT)
BEGIN BARRIER REMOVALLM 1258+46.25
BEGIN BARRIER REMOVALD 19+39.26 (136.14' LT)
BEGIN HMA REMOVALLM 1259+41.98 (10'LT, 10'RT)
END HMA REMOVALLM 1259+97.56 (10'LT, 10'RT)
END HMA REMOVALLM 1259+81.54 (147.65' LT)
END BARRIER REMOVALD 19+03.03 (25.00' RT)
BEGIN HMA REMOVALLM 1259+06.53 (149.50' LT)
BEGIN CLEARING AND GRUBBINGA 30+93.89 (78.05' LT)
AND GRUBBINGBEGIN CLEARING LM 1259+23.91 (82.43' LT)
END BARRIER REMOVALLM 1261+01.42
AND GRUBBINGEND CLEARING LM 1260+00.81 (82.24' LT)
AND GRUBBINGBEGIN CLEARINGD 19+67.15 (48.67' RT)
2015
30
35
280
275
1260
1265
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:0
9
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP11
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
565
126
S. BENNION
SE
E
SH
EE
T S
P12
MA
TC
H
LIN
E
LM
ST
A. 1276+80
S. 2. T. 20N. R. 3E. W.M.
SCALE IN FEET
0 50 100
SITE PREPARATION PLAN
MA
TC
H
LIN
E
A
ST
A. 37+00
SE
E
SH
EE
T S
P10
INTERSTATE 5
LM LINE
LN LINEA LINE
J. KING
J. SUAZO
40290
285
1270
1265
1275
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:1
0
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP12
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
565
127
S. BENNION
S. 2. T. 20N. R. 3E. W.M.
SCALE IN FEET
0 50 100
MA
TC
H
LIN
E
LM
ST
A. 1276+80
SE
E
SH
EE
T S
P11
SITE PREPARATION PLAN
INTERSTATE 5
END CLEARING AND GRUBBINGEND HMA REMOVALLM 1283+10.11 (82' RT)
AP HMA REMOVALLM 1283+10.13 (65.80' RT)
J. KING
J. SUAZO
LM LINE
LN LINE295
12801285
ONLY
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:1
2
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP13
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
565
128
S. BENNION
S. 2. T. 20N. R. 3E. W.M.
4020
SCALE IN FEET
0
SEE SHEET SP09MATCH LINE C STA. 23+70
SE
E
SH
EE
T S
P14
MA
TC
H
LIN
E
F S
TA. 18+30
MATCH LINE C STA. 26+70SEE SHEET SP15
SITE PREPARATION PLAN
PACIFIC HIGHWAY
C
LIN
E
PO
RT
OF
TA
CO
MA
RD
F LINE
J. KING
J. SUAZO
25
15
L. MUNIR
INTERSTATE 5 SP14
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
565
129
S. BENNION
S. 2. T. 20N. R. 3E. W.M.
4020
SCALE IN FEET
0
MA
TC
H
LIN
E
F S
TA. 18+30
SE
E
SH
EE
T S
P13
SEE SHEET SP10MATCH LINE D STA. 23+50
SITE PREPARATION PLAN
D
LIN
E
34T
H
AV
E
PACIFIC HIGHWAY
F LINE
J. KING
J. SUAZO
END CLEARING AND GRUBBING
D 24+28.64 (62.42' RT)
REMOVE BOLLARDS
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:1
3
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
25
20
CLE
AR
CLE
AR
CLE
AR
KE
EP
KE
EP
KE
EP
CLE
AR
CLE
AR
CLE
AR
KE
EP
KE
EP
KE
EP
SHEET
OF
SHEETSDATEREVISION DESCRIPTION BY
DESIGNED BY:
PLAN NUMBER
$$P
LO
TIN
FO
$$
DRAFTED BY:
CHECKED BY:
PROJ. MANGER:CODE
9/3
0/2
019
9:1
4:1
4
AM
US
MM
675476
PRELI
MIN
AR
YWSP USA Inc.
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
33301 9th Avenue South
Copyright
© W
SP U
SA Inc.
All Rig
hts R
eserv
ed.
SHEET KEY
1
7 8
1413
11 12
9 10
3 42
15
5 6
REMOVAL OF PAINTED LINE
LEGEND
WALL
GUARDRAIL
FENCE
SITE PREPARATION NOTES
REMOVAL OF HMA
REMOVAL OF CONCRETE SIDEWALK
LIMITS OF CLEARING AND GRUBBING
SAWCUT LINE
LIMITS OF PROPOSED PAVEMENT MARKINGS.
REMOVE EXISTING PAVEMENT MARKINGS WITHIN 7.
THIS WORK PRIOR TO CONSTRUCTION.
STRUCTURES AND OTHER FEATURES AFFECTING
AND DIMENSIONS OF ALL EXISTING UTILITY
SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS,
PREPARATION OF THESE PLANS. THE CONTRACTOR
INFORMATION AVAILABLE AT THE TIME OF
FEATURES ARE SHOWN ACCORDING TO
EXISTING UTILITY STRUCTURE AND OTHER
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF THE 6.
BY ILLUMINATION PLAN.
BOXES AND CONDUIT THAT ARE MADE OBSOLETE
REMOVE LUMINARIES AND ASSOCIATED JUNCTION 5.
RELOCATION, MODIFICATION, AND PROTECTION.
ILLUMINATION PLANS FOR ILLUMINATION REMOVAL,
REMOVAL, MODIFICIATION, AND PROTECTION, AND
AND PROTECTION, SIGNAL PLANS FOR SIGNAL
REFER TO SIGNING PLANS FOR SIGN REMOVAL 4.
EXISTING UTILITIES.
RELOVAL, RELOCATION, AND PROTECTION OF
REFER TO EXISTING UTILITIES PLANS FOR 3.
TO REMAIN.
SEE DRAINAGE PLANS FOR STORM SEWER PIPE 2.
DEVICES.
DAMS, AND OTHER WATER POLLUTION CONTROL
REFER TO TESC PLANS FOR SILT FENCE, CHECK 1.
CONCRETE BARRIER
L. MUNIR
INTERSTATE 5 SP15
PORT OF TACOMA ROAD INTERCHANGE PHASE 2
565
130
S. BENNION
4020
SCALE IN FEET
0
S. 2. T. 20N. R. 3E. W.M.
SITE PREPARATION PLAN
PORT OF TACOMA RD
C LINE
J. KING
J. SUAZO
MA
TC
H
LIN
E
C
ST
A. 26+70
SE
E
SH
EE
T S
P13
30
