15-104373SIGHT DISTANCE ANALYSIS
FOR
WASHINGTON PARK 11
FEDERAL WAY, WASHINGTON
OUR JOB NO. 6747
JULY 24, 1998
Prepared By:
BARGHAUSEN CONSULTING ENGINEERS, INC. RAG ,� ED
18215 72ND AVENUE SOUTH 9 SO
KENT, WASHINGTON 98032 �V1. 2 &NO"-
(425) 251-6222 CF ota
ll
REVItION DATE
CyHAU
J U L 3 0 1998
CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES
WASHINGTON PARK
I _j
FEDERAL WAY, WASHINGTON
GRADING AND STORM DRAINAGE PLAN
Ex. CB, TYPE, nuoilt wmfxt %
RIM=312.13 DC.UTgI3 Vdt" PER NAT!
REC. HI 010ON14W
ILI, IE-305.48 (12- W) AL
S) 305-98 (12 E) E-305.16 (12 Am T_
:E P. TOM
.4a It IE:30414
IE 504 38 jl� El
-m LOT
Y4
lE9 VA -t w
CONC F
(TYP OF
BACK r
SIDEWALK KUM T PAVEMENT
%
EX—
m
TIE 27 00 2
TL:894 ar, 2 W
C_204 0 15' E
ri , i
T)rg I d tfq� I
Is,
N-1
Tree IPlus 304 71
WR rJ III" W
9.9 i8*4
Is
t5 I$- E�
:E-'299 17- N
tr CPEP
__C SW
0 CB 02, TYPE I
"rw q .
A4% Do `5
7w ml ON RIEC; — 11114\�' i, - .
2 PAVEVIIIT �r'�F —`7�77ZI'v., s
. ' 4� r
PRIVATE DRIVE rr FtM n 'I*,. sol"20656 k
r--F��T a9lowtw
UYU
5' SIDEWALK
I'm
-�a
'I DRNIVAY EW31M
•EX.tk NER Ill. Nl* 111 1
741 EX- Co —
FINISH FLOOR
NCRETE SLAB
jp GO
0� 302.54 i3)'wdjT
FINISH FLOOR LV, W., 7R
E�V5 32 SEW" WiL CONCRETE SLAB PROPOSED
30 cc wd
2.41B
1-22: �YS "W�12_ PIPE W 8 INTL
S. �� S-i
E-2914M r VERT.) t pn Pw DFAI BUILDWd %%L c1p PE N
a' F.F. 303.6
C L
EX, m
0
9
297.7
2
IE=286- 30
of
IF 1216
4.44Z
1.6t, ML-,Wl 0
15" 1 rE:797,67
26SL0 (Aw in
en
4
L --- ft.- 115 DRIVEWAY EASEMENT
WOOD POSI I . ...... ce
4
am•
EX STREET LIGHT
To L 8910031150
PER REC. NO
AN-300,211
p4% a TIE 5, S111 - — - -------- RNLIAEU11 (12• NJ
IDEWALK ON Riffg;;— Ultrrf EASEMENT T
WENt -:k
No. 9 71
1p,
M PLAII & ALI EFIATI WWNILE
.24. pAyZU PLANTER M, Mh 801112065
LEGEND.
EX. TELEPHONE
MANHOLE
15' PL4m11 L�"cgg EXISTING
TYPE 11 CATCH BASIN
24! pm-voff TYPE I CATCH BASIN
_R_ STORM DRAINAGE LINE
V Ifty SANITARY SEWER MANHOLE
V-20'R,QL DEEP (INSIDE OIWU?WWS)
WTIOW fL=M5 SANITARY SEWER LINE
WETW* 5iRtFACE EL=292-0
MAX. S WATERMAIN --------
FEE CONTOUR _______,Op____—_100-
ROCKERY clecla C100cl
SPOT ELEVATIONS
60
STANDARD ASPHALT PAVEMENT
CONCRETE
C„slbHT
fAf i ,e llvo 51611T
015 7_, }NCE q Vgl1_ge1E TD wES7_ = �115 _
pl.Siq cE 4 vq/z,,4,PLC TZ) F"gST =
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's
A Policy on Geometric Design of Highways and Streets, 1990
1. INPUT --
Intersection:
Subject Approach:
Comments:
By: JPJ
Major Street Speed:
Minor Street Speed:
Design Vehicle:
Design Vehicle Length:
Assumed Turning Radius
sf340th Street @ Washington Park
west
Proposed driveway at west end of site
Date: ##### ._112,_gq�_
25 mph
l
25 mph
P
19 ft
(Center of Vehicle): 20.5 ft
Grades: % Ratio
Approaching Intersection: -2
0.9
Approaching from Right: -10
0.5
Approaching from Left: 10
1.9
Crossing Intersection: 0
1.0
Leaving to Left: -10
0.5
j Leaving to Right: 10
1.9
Deflection Angle: Degrees
To Turn Right: - 90
To Cross: 0
To Turn Left: 90
Cross Section of Major Street:
Distance from Stop Bar, curbline, or edge of Pavement
to:
Nearest edge of opposing lanes on left:
8.0 ft
Center of nearest right -turn receiving lane:
13.0 ft
Farthest edge of opposing lanes on left:
18.0 ft
Center of nearest left -turn receiving lane:
23.0 ft
Center of nearest lane on right approach:
23.0 ft
Farthest edge of opposing lanes on right:
36.0 ft
Cross Section of Subject Approach:
Distance from right curbline or edge of pavement to:
Center of nearest lane entering approach:
18.8 ft
2. CASE I - NO CONTROL, BUT ALLOWING VEHICLES TO ADJUST SPEED
Approach ^-- __ .�- Speed r"TDistance from intersection of lane centers
Major -from left 25 mph 212 ft
from right 25 mph 51 ft
Minor 25 mph 94 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's Page 2 of 4
A Policy on Geometric Design of Highways and Streets, 1990
******************************************************************************
3. CASE II - YIELD CONTROL FOR MINOR ROADS
To Determine Whether to Stop:
Minor Street Speed: 25 mph
Friction Factor: 0.38
Stopping Sight Distance: 79 ft
Approach Speed Distance from intersection of lane centers
Major from left 25 mph 79 ft
from right 25 mph 79 ft
Minor 25 mph 79 ft
Use CASE III for departure from stop.
4. CASE IIIA - CROSSING MANEUVER
------------------------------------------------------------------------
From Right:
-- rT
S=(D+W+L)/sin(Angle)= (10+ 36 + 19 )/sin 90
S = 65 ft
to from AASHTO Table IX-7, Pg 764 for S: 5.0 sec
Vehicle Type,Factor: 1
Grade Factor: 1
ta: 5.0 sec
d=1.47V(J+ta)= 1.47* 25 *(2+ 5.0 )
d = 257 ft
From Left:
!' __--
S=(D+W+L)/sin(Angle)(10+ 18 + 19 )/sin 90
S = 47 ft
to from AASHTO Table IX-7, Pg 764 for S: 4.2 sec
Vehicle Type Factor: 1
Grade Factor. 1
ta: 4.2 sec
d=1.47V(J+ta)= 1.47* 25 *(2+ 4.2 )
d = 227 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's
Page 3 of 4
A Policy on Geometric Design of Highways and Streets,
1990
5. CASE IIIB - TURNING LEFT INTO A MAJOR HIGHWAY
------------------------------------------------------------------------
From Right:
------------------------------------------------------------------------
P= distance to accelerate to 0.85V
Distance from AASHTO Table IX-7, Pg 764:
99
ft
Vehicle Type Factor:
1
P =
99
ft
to for distance P =
6.3
sec
Vehicle Type Factor:
1
Grade Factor:
0.4632
to =
2.9
sec
Q=1.47(0.85V)(J+ta)= 1.47* 21 *(2+
2.9
)
Q = 153 ft
h=P-(W+L-2T)-(2*1.47*0.85V)-L= 99 -
14
-
62 - 19
h = 4 ft
d=Q-h= 153 - 4
d = 149 ft
------------------------------------------------------------------------
From Left:
-------------------------------------------------------------------------
S=(D+L)/sin(Angle)+(W-T+L)= (10+ 19
)/sin
90
+ 32
S = 61 ft
to from AASHTO Table IX-7, Pg 764 for S:
4.8
sec
Vehicle Type Factor:
1
Grade Factor:
1
ta:
4.8
sec
d=1.47V(J+ta)= 1.47* 25 *(2+ 4.8
)
d = 251 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance
with AASHTO's
Page 4 of 4
A Policy on Geometric Design of Highways and Streets,
1990
-
******************************************************************************
6. CASE IIIC - TURNING RIGHT INTO A MAJOR
HIGHWAY
----------------------------------------------------------
From Left:
-----------------------------------------------------
P= distance to accelerate to 0.85V
Distance from AASHTO Table IX-7, Pg 764:
99
ft
Vehicle Type Factor:
1
99
ft
P =
to for distance P =
6.3
sec
Vehicle Type Factor:
1
1
Grade Factor:
12.1
sec
to =
Q=1.47(0.85V)(J+ta)= 1.47*
21 *(2+
####
)
Q = 440 ft
h=P-(W-2T+L)-(2*1.47*0.85V)-L=
99 -
4
-
62 - 19
h = 14 ft
d=Q-h= 440 - 14
d 427 ft
7. CASE IIID - TURNING LEFT INTO,SUBJECT:APPROACH
-
----------------------------
S=L/sin(Angle)+(W1+L-2T+W2)=
19
/sin
90 + 25
S = 44 ft
to from AASHTO Table IX-7, Pg 764 for
S:
4.1
sec
Vehicle Type Factor:
1
0.4632
Grade Factor:
1.9
sec
ta:
d=1.47V(J+ta)= 1.47* 25
*(2+ 1.9
)
d = 142 ft
8. SUMMARY
CASE-- Left from Minor - -Right
from Minor
Minor
Left to Minor
1 212 ft
51 ft
94
ft
NA
11 79 ft
79 ft
79
ft
NA
IIIA 257 ft
227 ft
NA
NA
IIIB 251 ft
149 ft
NA
NA
I --7�i11C. 427 ft
NA
NA
NA
NA
142 ft
IIID NA
NA
_7+7
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's
A Policy on Geometric Design of Highways and Streets, 1990
1. INPUT
---------------------
Intersection:
Subject Approach:
Comments:
By: RAP
Major Street Speed:
Minor Street Speed:
-------------------------------------
S 340TH ST. AT WASHINGTON PARK
WEST
Proposed driveway at west end of site
Date: 28/07/98
Q_ L
20.5 ft
22 mph
25 mph
Design Vehicle: P
Design Vehicle Length: 19 ft
Assumed Turning Radius (Center of Vehicle):
Grades:
Approaching Intersection:
Approaching from Right:
Approaching from Left:
Crossing Intersection:
Leaving to Left:
Leaving to Right:
Deflection Angle: Degrees
To Turn Right: 90"
To Cross: 0
To Turn Left: 90
Ratio
-2
0.9
-10
0.5
10
1.9
0
1.0
-10
0.5
10
1.9
Cross
Section of Major Street:
Distance from Stop Bar, curbline, or edge of Pavement to:
Nearest edge of opposing lanes on left:
8.0
ft
Center of nearest right -turn receiving lane:
13.0
ft
Farthest edge of opposing lanes on left:
18.0
ft
Center of nearest left -turn receiving lane:
23.0
ft
Center of nearest lane on right approach:
23.0
ft
Farthest edge of opposing lanes on right:
36.0
ft
Cross
Section of Subject Approach:
Distance from right curbline or edge of pavement to:
Center of nearest lane entering approach:
18.8
ft
2. CASE I
- NO CONTROL, BUT ALLOWING VEHICLES TO ADJUST SPEED
------------------------------------------------------------------------
Approach Speed Distance from intersection of
lane centers
Major
from left 22 mph 187 ft
from right 22 mph 45 ft
Minor
25 mph 94 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's Page 2 of 4
A Policy on Geometric Design of Highways and Streets, 1990
******************************************************************************
3. CASE II - YIELD CONTROL FOR MINOR ROADS
------------------------------------------------------------------------
To Determine Whether to Stop:
Minor Street Speed: 25 mph
Friction Factor: 0.38
Stopping Sight Distance: 79 ft
Approach Speed Distance from intersection of lane centers
Major from left 22 mph 70 ft
from right 22 mph 70 ft
Minor 25 mph 79 ft
----------------------------------------------
-----------------------------
Use CASE III for departure from stop.
4. CASE IIIA - CROSSING MANEUVER
------------------------------------------------------------------------
From Right:
-------------------------------------------------------------------------
S=(D+W+L)/sin(Angle)= (10+ 36 + 19 )/sin 90
S = 65 ft
to from AASHTO Table IX-7, Pg 764 for 5:,. 5.0 sec
Vehicle,Type Factor: 1
Grade Factor: 1
ta: 5.0 sec
d=1.47V(J+ta)= 1.47* 22 *(2+ 5.0 )
d = 226 ft
-------------------------------------------------------------------------
From Left:
S=(D+W+L)/sin(Angle)= (10+ 18 + 19 )/sin 90
S = 47 ft
to from AASHTO Table IX-7, Pg 764 for S: 4.2 sec
Vehicle Type Factor: 1
Grade Factor: 1
ta: 4.2 sec
d=1.47V(J+ta)= 1.47* 22 *(2+ 4.2 )
d = 200 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's
Page 3 of 4
A Policy on Geometric Design of Highways and Streets, 1990
******************************************************************************
5. CASE IIIB - TURNING LEFT INTO A MAJOR HIGHWAY
From Right:
P= distance to accelerate to 0.85V
Distance from AASHTO Table IX-7, Pg 764:
73
ft
Vehicle Type Factor:
1
73
ft
P =
to for distance P =
5.3
sec
Vehicle Type Factor:
1
0.4632
Grade Factor:
2.5
sec
to =
Q=1.47(0.85V)(J+ta)= 1.47* 19 *(2+ 2.5 )
Q = 122 ft
h=P-(W+L-2T)-(2*1.47*0.85V)-L= 73 - 14 -
55 - 19
h = -16 ft
d=Q-h= 122 - -16
d = 138 ft
------------------------------------------------------------------------
From Left:
------=-------------------------------------------
S=(D+L)/sin(Angle)+(W-T+L)= (10+ 19 )/si
90
+ 32
S = 61 ft
to from AASHTO Table IX-7, Pg 764 for S:
4.8
sec
Vehicle Type Factor:
1
1
Grade Factor:
4.8
sec
ta:
d=1.47V(J+ta)= 1.47* 22 *(2+ 4.8 )
d = 221 ft
INTERSECTION SIGHT DISTANCE WORKSHEET
In Accordance with AASHTO's
Page 4 of 4
A Policy on Geometric Design of Highways and Streets, 1990
******************************************************************************
6. CASE IIIC - TURNING RIGHT INTO A MAJOR HIGHWAY
------------------------------------------------------------------------
From Left:
------------------------------------------------------------------------
P= distance to accelerate to 0.85V
Distance from AASHTO Table IX-7, Pg 764:
73
ft
Vehicle Type Factor:
1
73
ft
P =
to for distance P =
5.3
sec
Vehicle Type Factor:
1
Grade Factor:
1.9271
10.2
sec
to =
Q=1.47(0.85V)(J+ta)= 1.47* 19 *(2+
10.2
)
Q = 336 ft
h=P-(W-2T+L)-(2*1.47*0.85V)-L= 73 -
4
-
55 - 19
h = -6 ft
d=Q-h= 336 - -6
d= 341ft
7.CASE IIID - TURNING LEFT INTO SUBJECT"APPROACH
--------------------------------------------------------------------------
S=L/sin(Angle)+(W1+L-2T+W2)=
19
/sin
90 + 25
S = 44 ft
to from AASHTO Table IX-7, Pg 764 for S:
4.1
sec
Vehicle Type Factor:
1
0.4632
Grade Factor:
ta:
1.9
sec
d=1.47V(J+ta)= 1.47* 22 *(2+ 1.9
)
d = 125 ft
8. SUMMARY
~^ CASE Left from Minor Right from Minor
Minor
Left to Minor
I 187 ft 45 ft
94
ft
NA
II 70 ft 70 ft
79
ft
NA
IIIA 226 ft 200 ft
NA
NA
IIIB 221 ft 138 ft
NA
NA
IIIC 341 ft NA
NA
NA
IIID NA NA
NA
125 ft
HCM Unsignalized Intersection Capacity Analysis
4242: S 340 St & 1 W S 4/5/2004
Movement SEL SER NEL NET SWT SWR
Lane Configurations
Y
tt
0
Sign Control
Stop
Free
Free
Grade
-1 %
3%
-1 %
Volume (veh/h)
43
47
27
630
1183
41
Peak Hour Factor
0.69
0.69
0.95
0.95
0.89
0.89
Hourly flow rate (veh/h)
62
68
28
663
1329
46
Pedestrians
6
6
1
Lane Width (ft)
10.0
12.0
12.0
Walking Speed (ft/s)
4.0
4.0
4.0
Percent Blockage
0
1
0
Right turn flare (veh)
Median type
None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
1748
700
1381
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
1748
700
1381
tC, single (s)
6.8
6.9
4.1
tC, 2 stage (s)
tF (s)
3.5
3.3
2.2
p0 queue free %
16
82
94
cM capacity (veh/h)
74
383
495
Direction, Lane #
SE 1
NE 1
NE 2
NE 3
SW 1
SW 2
Volume Total
130
28
332
332
886
489
Volume Left
62
28
0
0
0
0
Volume Right
68
0
0
0
0
46
cSH
128
495
1700
1700
1700
1700
Volume to Capacity
1.02
0.06
0.20
0.20
0.52
0.29
Queue Length (ft)
179
5
0
0
0
0
Control Delay (s)
151.5
12.7
0.0
0,0
0.0
0.0
Lane LOS
F
B
Approach Delay (s)
151.5
0-5
0-0
Approach LOS
F
Intersection Summary
Average Delay
9.2
Intersection Capacity Utilization
54.4%
ICU Level of Service A
2009 Worst Case 5:00 pm 2/24/2004 Synchro 5 Report
SL Page 1
FEDERAWA-SX51
HCM Unsignalized Intersection Capacity Analysis
4242: S 340 St & 1 Wy S 4/5/2004
Movement
Lane Configurations
Sign Control
Grade
Volume (veh/h)
Peak Hour Factor
Hourly flow rate (veh/h)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC 1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
SEL
SER
NEL
NET
SWT
SWR
tt
0
Stop
Free
Free
-1 %
3%
-1 %
43
47
27
630
1183
41
0.69
0,69
0.95
0.95
0.89
0.89
62
68
28
663
1329
46
6
6
1
10.0
12.0
12.0
4.0
4.0
4.0
0
1
0
2
None
1748 700 1381
1748
700
1381
6.8
6.9
4.1
J
3.5
3.3
2.2
16
82
94
74
383
495
SE
NE1
NE2
NE
SW
SW
130
28
332
332
886
489
62
28
0
0
0
0
68
0
o
0
0
46
141
495
1700
1700
1700
1700
0.92
0.06
0.20
0.20
0.52
0.29
159
5
0
0
a
0
117.4
12.7
0.0
0.0
0.0
0.0
F
B
117.4
0.5
0.0
F
Intersection Summary
Average Delay 7.1
Intersection Capacity Utilization 51.2% ICU Level of Service A
Gf6" Y
V
I 1
2009 Worst Case 5:00 pm 2/24/2004 Synchro 5 Report
SL Page 1
FEDERAWA-SX51
HCM Unsignalized Intersection Capacity Analysis
4242: S 340 St & 1 W S 4/5/2004
Movement SEL SER NEL NET SWT SWR
Lane Configurations I r tt tT
Sign Control Stop Free Free
Grade -1 % 3% -1 %
Volume (veh/h) 43 47 27 630 1183 41
Peak Hour Factor 0.69 0.69 0.95 0.95 0.89 0.89
Hourly flow rate (veh/h) 62 68 28 663 1329 46
Pedestrians 6 6 1
Lane Width (ft) 10.0 12-0 12.0
Walking Speed (ft/s) 4.0 4.0 4.0
Percent Blockage 0 1 0
Right turn flare (veh) 2
Median type TWLTL
Median storage veh) 2
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 1748 700 1381
vC1, stage 1 conf vol 1358
vC2, stage 2 conf vol 389
vCu, unblocked vol 1748 700 1381
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s) 5.8
tF (s) 3.5 3.3 2.2
p0 queue free % 68 82 94
cM capacity (veh/h) 196 383 495
Direction, Lane # SE 1 NE 1 NE 2 NE 3 SW 1 SW 2
Volume Total 130 28 332 332 886 489
Volume Left 62 28 0 0 0 0
Volume Right 68 0 0 0 0 46
cSH 411 495 1700 1700 1700 1700
Volume to Capacity 0.32 0.06 0.20 0.20 0.52 0.29
Queue Length (ft) 34 5 0 0 0 0
Control Delay (s) 17.8 12.7 0.0 0-0 0.0 0.0
Lane LOS C B
Approach Delay (s) 17.8 0.5 0.0 _
Approach LOS C
Intersection Summary
Average Delay 1.2
Intersection Capacity Utilization 51.2% iCU Level of Service A
0-2 ey
AMA PfJ
2009 Worst Case 5:00 pm 2/24/2004 Synchro 5 Report
SL Page 1
FEDERAWA-SX51
HCM Unsignalized Intersection Capacity Analysis
4242: S 340 St & 1 W S 4/5/2004
Movement SEL SER NEL NET SWT SWR
Lane Configurations
Y
tt
tt
Sign Control
Stop
Free
Free
Grade
-1%
3%
-1%
Volume (veh/h)
18
29
23
630
1183
36
Peak Hour Factor
0.69
0,69
0.95
0.95
0.89
0.89
Hourly flaw rate (veh/h)
26
42
24
663
1329
40
Pedestrians
6
6
1
Lane Width (ft)
10.0
12.0
12.0
Walking Speed (ft/s)
4.0
4.0
4.0
Percent Blockage
0
1
0
Right turn flare {veh}
Median type
None
Median storage veh}
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
1736
697
1376
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
1736
697
1376
tC, single (s)
6.8
6.9
4.1
tC, 2 stage (s)
tF (s)
3.5
3.3
2.2
p0 queue free %
66
89
95
CM capacity (veh/h)
76
385
498
Direction, lane #
SE 1
NE 1
NE 2
NE 3
SW 1
SW 2
Volume Total
68
24
332
332
886
484
Volume Left
26
24
0
0
0
0
Volume Right
42
0
0
0
0
40
cSH
150
498
1700
1700
1700
1700
Volume to Capacity
0A5
0.05
0.20
0.20
0.52
0.28
Queue Length (ft)
52
4
0
0
0
0
Control Delay (s)
47.3
12.6
0.0
0.0
0.0
0.0
Lane LOS
E
8
Approach Delay (s)
47.3
0A
0.0
Approach LQS
E
Intersection Summary
Average Delay
1.7
Intersection Capacity Utilization
50.8%
ICU Level of Service A
2009 Worst Case 5:00 pm 2/24/2004 Synchro 5 Report
SL Page 1
FEDERAWA-SX51
Intersections
Metric
US Customary
IntersecIfor
Intersection sight
Stopping
distan
Stopping
distance for
Design
sight
assenDesign
sight
assen er cars
speed
distance
Calculate
speed
distance Calculated
Design
km/h
(m )
m m
(mph)
ft
ft
(ft)
20
20
41.7 45
15
80
165.4
170
30
35
62.6 65
20
115
220.5
225
40
50
83.4 85
25
155
275.6
280
50
65
104.3 105
30
200
330.8
335
60
85
125.1 130
35
250
385.9
390
70
105
146.0 150
40
305
441.0
445
80
130
166.8 170
45
360
496.1
500
90
160
187.7 190
50
425
551.3
555
100
185
208.5 210
55
495
606.4
610
110
220
229.4 230
60
570
661.5
665
120
250
250.2 255
65
645
716.6
720
130
285
271.1 275
70
730
771.8
775
75
820
826.9"
830
80
910
882.0
885
Note:
Intersection sight distance shown is for a stopped passenger car to turn left onto a
two-lane highway with no median and
grades 3 percent or less.
For other
conditions, the time gap must be adjusted and required sight distance recalculated.
Exhibit 9-55. Design Intersection Sight Distance Case BI—Left Turn From Stop
Sight distance design for left turns at divided -highway intersections should consider multiple
design vehicles and median width. If the design vehicle used to determine sight distance for a
divided -highway intersection is larger than a passenger car, then sight distance for left turns will
need to be checked for that selected design vehicle and for smaller design vehicles as well. If the
divided -highway median is wide enough to store the design vehicle with a clearance to the
through lanes of approximately I m [3 ft] at both ends of the vehicle, no separate analysis for the
departure sight triangle for left turns is needed on the minor -road approach for the near roadway
to the left. In most cases, the departure sight triangle for right turns (Case B2) will provide
sufficient sight distance for a passenger car to cross the near roadway to reach the median.
Possible exceptions are addressed in the discussion of Case B3.
If the design vehicle can be stored in the median with adequate clearance to the through
lanes, a departure sight triangle to the right for left turns should be provided for that design
vehicle turning left from the median roadway. Where the median is not wide enough to store the
design vehicle, a departure sight triangle should be provided for that design vehicle to turn left
from the minor -road approach.
The median width should be considered in determining the number of lanes to be crossed.
The median width should be converted to equivalent lanes. For example, a 7.2-m [24-ft] median
should be considered as two additional lanes to be crossed in applying the multilane highway
adjustment for time gaps in Exhibit 9-54. Furthermore, a departure sight triangle for left turns
from the median roadway should be provided for the largest design vehicle that can be stored on
Neap
ID-
•
••
1
2
3
Location
S 336t61 St @ Weyerhaeuser Way
S 288th St @ SR 99
S 3121h St @ 1-5 1-5 to City Center Access Study'
SR 99: HOV Lanes Phase 2 @ S 324th St - S 341}Ih St
S 312ih St @ 14th Ave S
Kri i ray
Construct a roundabout
Add left tum lanes on S 288th St @ S
Design Study to construct new interd
Add HOV lanes, left -turn lanes on 32
Install signal
4
SR 99:HOV Lanes Phase 3 IN S 284th St - SR 509
Add HOV lanes, 2nd S13 Lett -turn lane
6
S 348th St: 9th Ave S - SR 99
Add HOV lams, 2nd NB left -turn lane
7
9
S 314th St @ 21d
S 336th St: 18th Ave 5 - 1-5
Install fully actuated signal Phase 1
Widen to 3 lanes, bike Ianes, sidewa
10
S 320th St @ 1st Ave S
Add 2nd INS. WS left -turn lanes, WS
11
S 356th St: 1 St Ave S - SR 99
Widen to 5 lanes. bike lanes. sidewa
12
5 320th St: 8th Ave S - SR 99
Add HOV lanes, install raised medial
13
5 348th St @ 1st Ave S
S 336th St @ 1st Wy S
10th Ave SW ! SW 344th St: SW Campus Dr - 21 st Ave E
Add W8, SS right-tum lanes. 2nd EE
Add W8 right lum lane, signal modif
Extend 3-lane collectors, sidewalks,
14
15
16
ist Ave S: S 3201h St - S 330th St
Install raised median, improve acres
17
S 320th St @ 20th Ave S
Add 2nd left -turn lanes EB, WB
18
21st Ave SW: SW 356th St -22nd Ave SW
Extend 2-1ane collector, signal modif
19
SR 99: HOV Lanes Phase 4 SR 500 - S 3121h St
Add HOV lanes, install raised mediar
20
SR 18 @ SR 161
Add EB, W8 right -turn lanes, 3rd WI
21
S 336th St @ 9th Ave S
Signal modiircations
23
SW 312th St: 1 st Ave S - SR 509
Widen to 3 lanes, bike lanes, sidewa
24
S 3441h St. SR 99 -16th Ave S
Add two-way left -turn lane, signals a'
25
S 320th St @ 1-5
Add 2nd left-tum lane, 3rd right-tum
26
S 356th St: SR 99 - SR 161
S 304th St @ 28th Ave S
Widen to 5 lames, bike lanes, sidewa
Add NB right-tum lane, signal
27
28
5 352nd St: SR-99 - SR161
Extend 3 lane irincipai collector and
29
SW 320th @ 21st Ave SW
Interconnect to 26th Ave SW with tf
30
S 320th St: 1st Ave S - 8th Ave S. Add HOV lanes, install raised mediar
Subtotal Capital Projects
NON-MOTORIZEE
Location
Westway Neighborhood Add Crime Prevention Street Lights
Map
ID
5
8
S 314th St: 20th Ave S - 23rd Ave S
Install sidewalks, ADA ramps. curbs
22 1st Ave S: S 292nd St -S 312th St Shoulderimprovemenls
Subtotal Non -Motorized Capital Projacts
TOTAL CAPITAL PROJECT COSTS
Map ID number as shown matches the WSDOT form for the 2004-2009 TIP as priority ranked
* Shown as moved to 2004
-Shown for substantial completion in 2003
Adopted july 15 TIP04 new with funding assumptions.xls
12/08/2003
EXHIBIT A -TRANSPORTATION IMPROVEMENT PLAN (TIP) - 2004 TO 2009
PROJECTS
R 99 and 18th Ave S. Interconnect to Military Road
range, extend 312th St from 28th Ave S to Military Rd S
I.th, 2nd NB left -turn lane @ 336th, install raised median
@ 285th, install raised median, signal @ SR 509 @ Redondo Wy S With interconnect to
on SR 99, install raised median, underground utilities
ks, street tights. SB left -turn lane and signal @ 20th
right -turn lanes. widen Ssl Ave S to 5 lanes to 316th
ks, illumination
underground utilftles, Illumination _
WB left -turn lanes
cations, extend SB left -turn lane
street rights
s at 328th
rations
I left -turn lane, add 3rd lane on SR 161 SB to 352nd
ks, street lights
SR 99 and 'I th Ave S
ane on SB off -ramp, widen S 320th St undercrossing to 7 lanes.
is,,illumination
signal at SR-99
addition of a 2nd WB left -turn lane
ears
2003
2004
13
153
95t
2,409
30(
250
250
3,859
843
10;893
31
150
3,341
650
37
1 173
5,500
360
60
2
Year 2003 Costs in $ thousands
2005
501
61s
1.001
UZ
2006
9.800
2,900
2007
2008
2009 1
Total
1.121
2.709
Soo
16,195
181
14.903
4,350
210
500
500
1.200
2,010
2,760
8.905
1,000
4,572
6.191
1,240
1,800
420
500
5,200
6,700
1,728
250
908
1,358
750
1,000
1,260
5,170
5,170
12,600
3,335
3,335
98
100
1.000
5000
6,000
1,152
1,152
1,176
4,104
5,280
5,472
5,472
360
360
4,066.
4.066
1,600
1,600
1 nur,
t riir,
Map
ID'*
** S 288th St @ SR 99
1 S 312th St @ 1-5 1-5 to City Center Access
2 SR 99: HOV Lanes Phase 2 @ S 324th St -
3 S 312th St @ 14th Ave S
4 SR 9.9. HIV Lanes Phase 3 @ S 284th St -
6 S 348th S1: 9th Ave S - SR 99
7 $ 314th St @ 23rd
9 S 336th St: 18th Ave S - 1-5
10 S 320th St 1 st Ave S
11 S 356th St: 1 st Ave S - SR 99
12 S 3201h St: 8th Ave S - SR 99
19 S 348th St a 1 st Ave S
14 S 336th St @ 1 st Wy S
15 10th Ave SW ! SW 3441h St: 5W Campus
16 1 st Ave S: S 320th St - S 330th St
17 S 320th St @ 20th Ave S
IS 21 st Ave SW: SW 356th St - 22nd Ave SW
19 SR 99: HOV Lanes Phase 4 SR 509-S 31,
20 SR 18 @ SR 161
21 S 336th St g 9th Ave S
23 SW 312th St: 1 st Ave S - SR 509
24 S 3441h St: SR 99 - 16th Ave 5
25 S 320th St 1-5
26 S 356th St: SR 99 - SR 161
U S 304th St Q 28th Ave S
28 S 352nd St: SR-99 - SR161
29 SW 320th @ 21 st Ave SW
30 S 320th St: 1 st Ave S - 8th Ave S
Subtotal Capital Projects
Map
ID Location
5 Westway Neighborhood
8 S 314th St: 20th Ave S - 23rd Ave S
22 1 st Ave S: S 292nd St - S 312th St
Subtotal Non -Motorized Capital Projects
EXHIBIT A -TRANSPORTATION IMPROVEMENT PLAN (TIP) - 2004 TO 2009
CAPITAL PROJECTS
Description Previous Years
Construct a roundabout 1
Add left turn lanes on S 288th St @ SR 99 and 18th Ave S. Interconnect to Mititary Road
udy" Design Study to construct new interchange, extend 312th St from 28th Ave S to Military Rd S
340th St Add HOV lanes, left -turn lanes an 324th, 2nd NB left -turn lane @ 336th, install raised median 3,859
Install signal
509 Add HOV lanes, 2nd SB left -turn lane '@ 288th, install raised median. signal @ SR 509 @ Redondo Wy S with interconnect to 11th PI S
Add HOV lanes, 2nd NB left-lum, lane on SR 99, install raised median, underground utilities
Install fully actuated signal Phase I
Widen to 3 lanes, bike lanes, sidewalks, street lights, SB left -turn lane and signal @ 20th
Add 2nd NB, WB left -turn lanes, WB right -turn lanes, widen 1 st Ave S to 5 lanes to 316th
Widen to 5 lanes, bike lanes, sidewalks, illumination
Add HOV lanes, install raised median, underground utilities, illumination
Add WB, SB right -turn lanes, 2nd EB, WB left -turn lanes
Add WB right -turn lane, signal modifications, extend SB lefMum lane
21 st Ave Extend 3-lane collectors, sidewalks, slreel lights
Install raised median, impfove access at 328th
Add 2nd left -turn lanes EB, WB
Extend 2-1ane collector, signal modifications
St Add HOV Panes, install raised median
Add EB, WB 6 ht-turn lanes, 3rd WB left -turn lane, add 3rd lane on SR 161 SS to 352nd
Signal modifications
Widen to 3 lanes, bike lanes, sidewalks, street lights
Add two-way left -turn lane, signals at SR 99 and 16th Ave S
Add 2nd left -turn lane, 3rd right -turn lane on SB off -ramp, widen S 320th St undercrossing to 7 lanes,
Widen to 5lanes. bike lanes, sidewalks, illumination
Add NB right-tum lane, signal
Extend 3 lane principal collector and signal at SR-99
Interconnect to 26th Ave SW with the addition of a 2nd WB left -turn lane
Add HOV lanes, Install raised median Design phase
ADA remos. curbs
TOTAL CAPITAL PROJECT GU515
Map ID number as shown matches the WSDOT form for the 2004-2009 TIP as priority ranked
* Shown as moved to 2004
**Shown for substantial completion in 2003
Adopted july 15 TIP04 new with funding assumptions.xis
12/08/2003
2003
15:
2,40E
250
843
31
Previous Years 1 2003
0
37
Year 2003 Costs in 5 thousands
2004 2005 2006 2007
955
300
0,993 500
150
3,341 1,70
650 800
173
200
750
5,500 3,405
619
360 200
60 360
1,000
1,7z13
200
750
F.
7341 1212
Year tot
E 2005
182
22,754
500
4,572
5,200
908
1,26.0
3,335
98
?00 G 16,$T3
thousands
2007
160
523
1,176
4,104
5,280
5,472
5,472
360
360
4,066
4.066
1,600
1,601
1,D351
1,03E
18,330
15,9751
112,981
2008 1 2009 I Total
Distribution
Trips Generated
% Distribution
Trips Generated
1
0.5
51
27
2
1
52
27
3
2
53
28
4
2
54
28
5
3
55
29
6
3
56
29
7
4
57
30
8
4
58
30
9
5
59
31
10
5
60
31
11
6
61
32
12
6
62
32
13
7
63
33
14
7
64
33
15
8
65
34
16
8
66
34
17
9
67
35
18
9
68
35
19
10
69
36
20
10
70
36
21
11
71
37
22
11
72
37
23
12
73
38
24
12
74
38
25
13
75
39
26
14
76
40
27
14
77
40
28
15
78
41
29
15
79
41
30
16
80
42
31
16
81
42
32
17
82
43
33
17
83
43
34
18
84
44
35
18
85
44
36
19
86
45
37
19
87
45
38
20
88
46
39
20
89
46
40
21
90
47
41
21
91
47
42
22
92
48
43
22
93
48
44
23
94
49
45
23
95
49
46
24
96
50
47
24
97
50
48
25
98
51
49
25
99
51
50
26
100
52
m
aN
L
CD
Cl)
J
> L m
o 3
= O �+
L N d
7 w O
o r (L_
� � o
3a+
NW)
N
N
N �
V M o
m O o
amp
O
O
r0
m
N
N
R.
C d
O J
ONE
M
O
m
M
N
�a
c
0 0
U
n om oMoo
O n m n O� O O
0
N
0 0o
M 00MtD
m O O m a
N 00 000
N co 00 000
M M O O 0 0 0
m0
0111
0ck
O
n
• y y
W
m M m M O _ 0 0
NN N OOOO
M
m
r In0
n N :f 10
MO OO OOO
O V 0000 m 0
(OO
V w
a7
m
W
a 19
m N N l0 Q N
m f9 fA fA fA f9 E9 fA
V}
N
V n n m FA 6%
to FA FFi
f0
_ O
O
t0
a
w O
N
M
f9 I9
r
19
tl!
U
N
0
U)
0
N
p
G
_ _ Q
E
¢
C U
•t`1
2
❑ co N
Z)MZ) m
#
W
"(D U) o.
N
p
Y C
O O
O O O O F
CD
E
N W U U
QU
.O
ZZZZ aN
C C C C N 0
= ua ua 0 3
W
N
U « d_
d
¢ U J`.4
C C C
O�aC OCCO~•�
m •- - J O C
�2> w
y C
N0
0
in
2 E E E E Y m F ¢
r Co F
0 2 m o rnm
0 u
Ol N d❑
N
d N O
C V '�
d D_ D_
�v
O 0 CO U) CO U) F�¢
d
O
N
O O N f>n 20
�d a`>: w
C C N
O O O O C...
UUD - a
N
co O
CD
O
H
Cc,OO
0
1- m m
10)0n p)
Cc)m o 0 o 0000 v o
rov 00 Om f9
n o m
Nf9 O)
N
O G
,�p
m my
N
Oam m
c0m V
00 CD 00 mao
1[1OnOm Val
U)n
N
O
m
m
}
(O M n
N
O
m MG) I n
N N FA W
N) O n O M n M W
N mN OmfA� 0
0
N 1�
m as
Q
V V �fp
69 6%
CIF
N
M N N
v
v LL
Fp
N
i9 w
V1 f9 f9
w
wmr
FaoNG-
ao
0000 v
o
n
cc
om 0 m
m
v
V V
m»
LO
O10V
co
N
la w
wo
GFJ. V>V>NO
►
V a)N
y
N
O
J
z
OM
N09
W
O
M
AME
n � O
o a
J
n (D O!
In
O m W
O O
O
N
U
G}
100 ll O
-m V
m M n
N
O V U)
W m t0
co N 1�
Oa)
ui o In V
Nton M
N co N
m
a
O
m ` }
61�prj
A.V
W
N
viC4a
N
Wf
(� +
Vi EA
Ffi
N
00
Oo
O
pWj
(it
m
w
^
M
N
Iq i' 1Gp
f9
fR
'
O O
f9
M
M)
0
p
LO U)
O R
N
O
'_4
�
O O
O at
W
yy�
�i
W m
r
n
�
n
N
y C
Q a a
W
y
M
N N
W N
N N
m
W
W
� N
fA EA
W
Vk
O
O
N
W)
V
O
m
n
m C
)p
Cl)
Q
fp
t0
O
19
m m
W N
N
rW
N
M
N
N
Pl
at
a
M F-
f9
69
Vl
vi.
ati
o
o
o
o
O
O
Q
o
C
LO
m
N '° C G
w
w
i9
m
co
Z
o
u ap
m m
a
U
O 2
b
0 C
G .>'. N N
N c
G
G
O
M >
A
YO
M C
to N
w C U �) > C
•'n �-0 O O a)
On
.. U
a O O
C
w
J v)
L a
u d O N (.) O M y 0 U y
N
(� 015.
Q as rn�
y
3aa�
0
ca¢a �"O N�yNNEC
3 m o 0
0
�Fa
0
O
ac�l-5 a
o_mt- J o 0
U¢Utn�m���dulUU
r
O
OtnF-��i
W
T`
S. 336 h St. at Pacific Highway South Intersection
Estimate
Brian Roberts
12/16/03
Estimate Limits:
Pacific Highway South
S. 336t' St.
Construction (AG03-101)
Signal: 100%
$147,526
S 809+37 to 822+00
G 72+25 to 75+10
Underground Conversions:
33330 Pac Hwy So (Stevenson Motel)
$4,000
33324 Pac Hwy So (GGR Building)
$3,200
33320 Pac Hwy So (Assorted Businesses
$11, 200
33608 Pac Hwy So (Video Tronics)
$2,800
$21,200
General Construction Items: 20%
Earthwork, paving, Curb & Gutter, Sidewalk, Walls, Utility Undergrounding,
Illumination, Landscaping
(0.2)($7,403,321 - $147,526 — 21,200 — 585,000) = $1,329,919
Mobilization:
$585.000 x ($147,526 + $21,200 + $1,329,919) = $128,572
$7,403,321— $585,000
Construction Items Subtotal:
$147,526 + $21,200 + $1,329,919 + $128,572 = 1,62711
Construction Engineering (AG03-064)
$1.627.117 x $600,888 = 132,064
$7,403,321
Design (AG00-116)
$1.759.181 X $1,231,068 = 292 52
$7,403,321
Page 1 of 2
S. 336 h St. at Pacific Highway South Intersection
Estimate
Brian Roberts
12/16/03
Right of Way.
Parcel #
Tax ID
Percent
Project
:Parcel Cost
Net Parcel
Cost
14
1721049047
40
$104,000.00
$41,082.87
22
1721049112
100
$27,225.00
$273225.00
30
:2021049069
100
($28,772.00)
($28,772.00
31
2021049070
100
$30,572.00
$30,572.00
38
2121049025
100
$255,476.00
$255,476.00
39
'2121049026
42
$71,600.00
$30,189.55
40, 415 425 44, 46.2121049058
2121049027
2121049030
2121049034
2121049049
100
$118,125.00
$118,125.00
43
2121049037
100
$275,000.00
$275,000.00
55
7978200025
80
$263,367.00
$210,693.60
56
7978200045
100
$52,531.00
$525531.00
66
9265030010-
100
$178,000.00
$1783000.00
67
9265030020
100
$98,500.00
$98,500.00
79,83
7978200050 797820060100
$162,000.00
$162,000.00
TOTAL
$1,450,623.00
Estimate Total:
$1,627,117 + $132,064 + $292, 527 + $1,450,623 = $3,502J31
z
Page 2 of 2
Attachment B � rg 0" r � 03
BID FORM 14c'-If e)3 - / o 1
CITY OF FEDERAL WAY
PACIFIC HIGHWAY SOUTH HOV LANES PHASE II
SOUTH 324TH STREET TO SOUTH 340TH STREET
BID FORM
Bidder: LJ - Date:
ITEM
A) Schedule A SR 99
B) Schedule B Lakehaven Water and Sewer
Washington Sales Tax (Schedule B only)
TOTAL SCHEDULE B
C) Schedule C Puget Sound Energy Undergrounding
D) Schedule D Qwest Undergrounding
E) Schedule E AT&T Undergrounding
TOTAL BID AMOUNT
(including Washington State sales lax, all other government taxes,
assessments and charges)
To City Council Members
City of Federal Way
33530 First Way South
P.O. Box 9718
Federal Way, Washington 98063-9718
BID AMOUNT
Pursuant to and in compliance with your advertisement for bids for construction of Pacific Highway
South HOV Lanes Phase 11, South 324th Street to South 340th Street, and other documents relating
thereto, the undersigned has carefully examined all of the bid and contract documents as well as the
premises and conditions affecting the delivery, supply and maintenance of Pacific Highway South
HOV Lanes Phase II, South 324th Street to South 340th Street, and hereby proposes to furnish all
labor, materials and perform all work as required in strict accordance with the contract documents,
for the above -referenced amount, inclusive of Washington state sales tax and all other government
taxes, assessments and charges as required under Washington State Department of Revenue Rule
171 and WAC 458-20-171 and its related rules.
Citv of Federal Way
Pacific Highway South HOV Lanes Phase 11
South 324th Street to South 340th Street
Page A-26
RFB 03-103
April 2003
Attachment C
BID SCHEDULE
RFB 03-103
CITY OF FEDERAL WAY
PACIFIC HIGHWAY SOUTH HOV LANES PHASE II -
S. 324TH STREET, TO S. 340TH STREET
BID SCHEDULE A - SR 99
all rrnit rivicPs in Bid Schedule A shall include applicable sales tax.
ITEM JITEM
NO.
DESCRIPTION
Minor Change
Construction Surveying,LS
UNIT
_ EST
APPROX.
QUANTITY
1
1
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
($1.00)
1001
-$1.00
1002
Q�
UC/lJ
1003]Utility
Potholing
FA
1
$15,000.00
$15,000.00
1004
1005
Resolution of Utility Conflicts
-
Mobilization
FA
LS
1
$75,000.00
$75,000.00
1006
Traffic Control Supervisor Min. Bid $35 per hour)
HRS
2600
1007
Traffic Control Labor (Min. Bid $30 per hour)
HRS
9000
1008
1 Off -Duty Uniformed Police Officer
HRS
3000
$47.00
$141,000.00
1009
Temporary Traffic Control Devices
LS
1
JrS
1010
Training
HRS
3200
--?. 60
1011
Clearing Limits Fence
LF
1537
CN
/ 0,6?0
1012
Temporary Fencing
LF
47
47a60
1013
Clearing and Grubbing
LS
1
1014
Roadside Cleanup
FA
1
$20,000.00
$20,000.00
1015
1 Removal and Relocation of Existing Private Improvements
FA
1
$30,00000...000
$30,000.00
1016
1017
Removal of Structure and Obstruction LS 1
Remove Cement Concrete Sidewalk Sy 1375
9
l S��
1018
Remove Curb
LF
9756
1019
Remove ExistingCatch Basin
EA
117
1020
Remove Existing Storm Sewer Pipe
LF
6569
6.d6
City of Federal Way -
Pacific Highway South Phase II RFB 03 103
South 324th Street to South 340th Street r A-28 April 2003
BID SCHEDULE A - SR 99
All unit prices in Bid Schedule A shall include applicable sales tax.
r0.
ITEM DESCRIPTION
UNIT
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
_52/ s3.%S
1021
Sawcutting
SF
27925
1022
Gravel Borrow Incl. Haul
TN
17062
1023
RoadwayExcavation Inc. Haul
CY
22680
/ .OQ
/% Q,�70
1024
Controlled Material Excavation, Incl. Haul
FA
1
$5,000.001
$5,000.00
1025
Shoring or Extra Excavation Cl- B
SF
42777
�,2%% %b
1026
Structure Excavation, Class B, for Undergrounding of
Overhead Utilities
CY
13500
a-DD
GlJO
1027
Pitrun Sand
TN
4850
J .
r%! ZAV,60
1028
Controlled Density Fill
CY
1670
7-5:b0
2.j sD <z
1029
Crushed Surfacing Top Course(or Base Course)
TN
18433
S()Q
a9
1030
Cold Mix Asphalt
TN
1300
1031
1032
Asphalt Conc. Pavement Cl. A
Asphalt Conc_ Pavement Cl. E
TN
TN
14301
12305
0+� �o�
1033
Planing Bituminous Pavement
SY
6450
j
1034
Cement Conc. Pavement Approach 3 Day
SY
2334
9&9
1035
Concrete Class 4000 for Retaining Wall
CY
284
D�
1036
Handrailing
LF
1050
1037
Modular Standard Block Retaining Wall System
SF
6377
1038
QuarrySpalls
TN
6
1039
Filter Blanket
CY
1b
1040
Concrete Inlet
EA
8
1041
-Catch Basin Type 1
EA
84
1042
Catch Basin Type 1 L
EA
38
City of Federal Way
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street A-29 April 2003
BID SCHEDULE A - SR 99
All unit tirices in Bid Schedule A shall include applicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
UNIT
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
1043
Catch Basin Type 2 48in.
Basin Type 2 54in.
EA
EA
31
2
1044 lCatch
1045 1
Catch Basin Type 2 60in.
EA 1
2
�v Q
1046
Catch Basin Type 2 54in. With Oil -Water Se rater
EA
6
�0
1047
Catch Basin Type 2 60in. With Oil -Water Separator
EA
5
QUUd�
02 iJ �Q
1048
Oil Water Separator Vault
EA
1
1049
Corrugated Pol ethelene Storm Sewer Pipe 8 in. Diam
LF
199
a,
3 Spa dU
1050
Plain Conc. Storm Sewer Pipe 8in_ Diam_
LF
1051
Plain Conc. Storm Sewer Pipe 12in. Diam.
LF
4623
QQ
93�
1052
lClass III Reinf. Conc. Storm Sewer Pipe 18in_ Diam.
LF
3074
J�O �XJ
�v�ca7.QU
1053 -
Class III Reinf. Conc_ Storm Sewer Pipe 24in_ Diam.
LF
1134
595
1054
Ductile Iron Storm Sewer Pipe 12in. Diam_ LF
1055
Abandon Existing Catch Basin
EA
2
1056
lAbandon and Fill Pipe
LF
865
1057
Abandon and Fill Large Diameter Pie
LF
40
1058
Adjust Catch Basin to Grade
EA
51
�� d
1059
Solid Cover and Frame
EA
1Q/U
6
1060
Round 1.ockin2 Solid Cover EA
1061
Curb Cover Above Grate
EA
1
19
C/1
DD
1062
Construction geotextile for permanent erosion control SY
1063
Through Curb Inlet Frame & Grate with Vertical Curb
EA
IeM &0
1064
'Catch Basin Insert
EA
City of Federal Way
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 3401h Street _ A-30 April 2003
BID SCHEDULE A - SR 99
All unit vrices in Bid Schedule A shall include applicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
UNIT
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
1065
Inlet Protection
EA
304
1066
Silt Fence
LF
1769
1067
Erosion/Water Pollution Control
FA
1
$15,000.00
$15,000.00
1068
1069
ESC Lead
SWPP Plan
Bollard Type-2
DAY
160
/U.OD
LS
1
1070
EA
8
73
1071
Adjust Utility Valve to Grade
EA
29
3W-
d
1072
PSIPE Acer rubrum 'Red Sunset' 2 1/2" cal.
EA
208
5
%loGbDC)
-'T
1073
PSIPE Acer rubrum 'Armstrong' 2 1/2" cal
EA
23�
% V7sZO
1074
PSIPE Pyrus calleryana! Chanticleer' 2 1/2" cal
EA
42
1075
PSIPE Quercus robur'Pyramich P.P No. 3707' 2 1/2" Cal.
EA
19��
%s
1076
PSIPE Calocedrus decurrens 6'-7' ht.
EA
26
1077
PSIPE Acer cam estre 2" cal
EA
23
G C,s
1pc�
1078
PSIPE Berberis thunbergii 'Crimson P m ' 8" sp_
EA
2058
31 .QO
1079
PSIPE Prunus laurocerasus'Mt Vernon' 8" sp
EA
3652
1080
PSIPE Cornus stolonifera-'Kelse i' 12" ht
EA
1749
% .
1081
PSIPE Festuca glauca var. glauca - 8° sp
EA
768
_ 60
1082
PSIPE Pinus mu o Var.'Pumilio' 15"se
EA
333
1083
PSIPE Rhododendron 'Dora Amateis' 15" sp
EA
1023
. Dell
1084
PSIPE Cistus x h bridus 12" sp
EA
613
1085
PSIPE Daphne cneorum 'Rub Glow' 8"sp
EA
1273
1086
PSIPE Rosemary off icinalis 'Prostratus' 8" sp
EA
19731
1
City of Federal Way -
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street _ A-31 April 2003
05-02-2003 02:13PM FR01k-CH2M Hill T-802 P.005/OOT F-006
BID SCHEDULE A - SR 99
All unit prices in Bid Schedule A shall include amlicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
UNIT
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
1087
PSIPE Euon mus alata'Compacta' 21"-24'ht
EA
214
2304
4, /0
1088
PSIPE Viburnum tinus'Spring Bouquet 21'-24'hL
EA
47
21 4/10
,010
1089
PSIPE Arbutus unedo'Com cta' 21"-24"hL
EA
81
60
1090
PSIPE Erica camea'Vivellii' 8' sp.
EA
1421
1091
PSIPE Viburnum Davidn 8" so
EA
2274
1092 1
PSIPE Euonymus Tortunel'Emerald Gaiety' 8" sp
EA
483
1 1-60
1093
PSIPE Rubus calyclncideb 6" s - 4' pot
FA
697.3
1094
PSIPE Sod Lawn
SF
38482
_9 /S
/� A�7O-�
1095
Automat'�c Irri lion System. Complete
LS
1
1096
Repair Existing Irrigation SyGIQM
FA
1
$15.000,00
315,000.00
1097
Seadinp and Fertilizing
AC
0.3
-? -5mzqj
U
1098
1099
Bark Mulch
Cement Cone. Curb and Cutter
CY
LF
so
o27-, 5 20
2 OO
1100
1101
E�truded Curb, T a B
Integral Curb
LF
SF
15453
991
1102
Precast Traffic Curb T -A
LF
184
1103
1104
1105
1 ProCast Traffic Curb hotC
Adjust Monument Case and Cover
Cement Cone. Sidewalk
LF
EA
SY
172
3
8893
/�/- %b?��
9� • �O
1106
1107
Remove and Reset Mailbox
33Mh and SR 99 Traffic Signal Modification & Signal
1 Interconnect, Complete
EA
13
�n�d
1108
336th and SR 99 Traffic Signal & Signal Interconnect
I -Complete
LS
/
City of Federal Way
Paclflc Highway South Phase II RF9 03-103
A.32 April 2003
South 324th Streef to South 340th Street
BID SCHEDULE A - SR 99
All unit prices in Bid Schedule A shall include a zlicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
Illumination System, Complete
UNIT
LS
APPROX.
QUANTITY
1
UNIT PRICE
DOLLARS.CENTS
AMOUNT:
DOLLARS CENTS
1109
1110
Furnish and Install 4-Inch Communication Conduit
LF
13200
�to
1111
Furnish and Install 4'x4'x4' Vault
33903 PHS Horan Real Estate U/G Service Conversion
PHS Videotronics U/G Service Conversion lump
EA
LS
LS
12 la
1 3�./DO Dd1-9:2aAA
1
S602)I!)
1112
1113 133608
1114
33330 PHS Stevenson Hotel U/G Service Conversion
LS
1
1115
33324 PHS GGR Building U/G Service Conversion
LS
1
1116
33320 PHS assorted businesses U/G Service Conversion
LS
1
a
—2 Q
1117
33333 PHS Federal Way Auto Sales U/G Service
Conversion
333216 PHS Evergreen Sales and Lease U/G Service
Conversion
LS
LS
1
1
- �l%� (��
////
Z
/
4 -VQ dd
•-
6
1118
1119
33210 PHS Honest Performance Auto Parts U/G Service
Conversion
LS
1
,960.�Z
1120
133130 PHS Orient Express Travel U/G Service Conversion
33120 PHS Senior Taco U/G Service Conversion
33110 PHS DJ Trophy U/G Service Conversion
LS
LS
LS
1
1
f����
Q —04-
1121
1122
1123
33100 PHS Big Brothers/Big Sisters U/G Service
Conversion
LS
1
Sr�
�5
1124
32805 PHS Burger Express U/G Service Conversion
32812 PHS Vacant residential building U/G Service
Conversion
LS
LS
1125
1126
132529 PHS Firestone U/G Service Conversion
LS
&oo
Jl
1127
132530 PHS Midas Muffler U/G Service Conversion
LS
1
60Q-4)
Q. -
1128
32615 PHS Shur aard Storage U/G Service Conversion
LS
11
4K &QQ
1129
Miscellaneous Service Conversions
FA
1
$15,000.00
$15,000.00
1130
Permanent Signing
LS
1
z g'-'Kez
City of Federal Way
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street A-33 April 2003
BID SCHEDULE A - SR 99
All unit prices in Bid Schedule A shall include applicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
UNIT
EA
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
1131
Median Mount Guidepost
Plastic Stop Line
5
$ ,Q�j
/--�S z 0
1132
LF
481
1133
Profiled Plastic Line
LF
15248
.s,
1134
1135
Plastic Edge Line
LF
1203
S
� 2 G�
Painted Double Yellow Centerline
LF
1070
c 6 7 Sd
1136
Painted Wide Line
LF
485
2 S
Z/ ZS—
1137
Profiled Plastic Wide Line
LF
5021
v7 S
Q !S
1138
Profiled Plast Dotted Wide Line
LF
7058
1139
1140
Profiled Plastic Drop Lane Line
Plastic Crosswalk Lines
1 Plastic HOV Lane Symbol Type-2
LF
SF
EA
478
2050
26
1141
1142
IPlasficTratfic Arrow
EA
37
lolPJ. �(J
TOTAL SCHEDULE A�'
(bid items include sales tax)
M
City of Federal Way
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street. A-34 April 2003
BID SCHEDULE B - LAKEHAVEN WATER AND SEWER
All unit prices in Bid Schedule
B shall not include sales tax.
ITEM
ITEM DESCRIPTION
UNIT
APPROX.
UNIT PRICE
AMOUNT
NO.
QUANTITY
DOLLARS CENTS
DOLLARS CENTS
2001
Resolution of Utility Conflicts
FA
1
$10,000.00
$10,000.00
2002
Mobilization, Clean-up, and Demobilization
LS
1
y/
/Z- !/ia. G17
2003
Traffic Control Labor [Min. Bid $30 per hour]
HRS
1200
2004
Off Duty Police Officer
HRS
100
$47.001
$4,700.00
2005.
Adjust Water Valve To Grade
EAev
2006
Reconstruct Sewer Manhole
EA
6
1
2007
Adjust Sewer Manhole to Grade
EA
22
2008
lReplace Manhole 48in. Diam_ Type 1
EA
1
���•
���` �9
2009
JTrench Safety Systems
LS
2010
Removal and Replacement of Unsuitable Foundation
Material
CY
250
2011
Crushed Surfacing Top Course for Trench Backfill
CY
490
. 30•
`� 7� e�v
�o. oD
may; Doo ao
2012
Asphalt Concrete Pavement Repair
SY
400
�
��9•
2013
Surface Restoration
LS
1
� _
2014
Class 50 Ductile Iron Pipe for Water Main 8 In. Diam.
LF
230
GG.
1--57
2015
Class 50 Ductile Iron Pipe for Water Main 10 In. Diam.
LF
45
2016
Class 50 Ductile Iron Pipe for Water Main 12 In. Diam.
LF
485
2017
Class 50 Ductile Iron Pipe for Water Main 14 In_ Diam.
LF
130
21 ODD•
�l U� • �
_ 2018
Cast Iron Fittings
LS
1
2019
Additional Cast Iron Fittings
LBS
1400
mil%1—�D�
Ul7
2020
Removal and Disposal of Asbestos Cement Water Main
LF
150
2021
10" Gate Valve
EA
2
2022
12" Gate Valve
EA
10
City of Federal Way -
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street A-35 April 2003
r
BID SCHEDULE B - LAKEHAVEN WATER AND SEWER
All unit prices in Bid Schedule B
shall not include sales tax.
ITEM
ITEM DESCRIPTION
UNIT
APPROX. UNIT PRICE
AMOUNT
NO.
QUANTITY DOLLARS CENTS
DOLLARS CENTS
2023
14" Gate Valve
EA
EA
EA
EA
2 3��•�
14 ����
.5
Gl���'�
-
TZ/ ��•
2024 Abandon Valve
2025 Fire Hydrant Assembly
2026 Reset Existing Fire Hydrant
2027
Abandon Existing Fire Hydrant
EA
EA
12
2r
2028 Replace Existing Fire Hydrant
2029
Reset New Fire Hydrant Assemly
EA
1
2030
Abandon Existing Service
EA
2031
Service Replacement 5/8 In. Single -Near Side
EA
26
2032
Service Replacement 1 In_ Single -Near Side
EA
12
y/
2033
Service Replacement 1-1/2 In. Single -Neat Side
EA
5 /
2034
Service Replacement 2 In_ Single -Near Side
EA
4
/
2035
Service Reconnection 5/8 In. Single -Near Side
EA
1
2036
Service Reconnection 1 In. Single -Near Side
EA
3
_
2037
Building Supply Line
LF
1000
SUBTOTAL SCHEDULE B
379 1711,W i
SALES TAX (8.8%)
TOTAL SCHEDULE B
City of Federal Way
Pacific Highway South Phase II RFB 03 103
South 324th Street to South 340th Street r A-36 April 2003
BID SCHEDULE C - PUGET SOUND ENERGY UNDERGROUNDING
All unit rwices in Bid Schedule C shall include applicable sales tax.
ITEM
ITEM DESCRIPTION
UNITJ
APPROX.
UNIT -PRICE
AMOUNT
NO.
QUANTITY
DOLLARS CENTS
DOLLARS CENTS
3001
If
Resolution of Utility Conflicts I
FA
1
$10,000.00
$10,000.00
2-Inch Power & Communication Conduit
LF
2200Install
r3002Install
4-Inch Power & Communication Conduit
LF
10900Install
13600
6-Inch Power & Communication Conduit
LF
Install Handhole, Concrete Secondary HH 2'8"x3'8"x3'
�O
OHO. 00
3005
MID 7664910
EA
4
'
3006
Install Vault, Minipad Transformer Vault 36"x42"x38" MID
7663001
EA
16
300- d�800.
DO
3007
Install Vault, 3 phase Transformer Vault 4'8"x4'8"x3'6" MID
7663900
EA
3
20D . ��
./
ere:'
3008
1 Install Vault, 575 Adj Pull vault 4'8"x7'x5'8" MID 7663206
EA
18
3009
1 Install Vault, 575 Pull vault 4'8"x7'x5' MID 7663200
EA
5
4
moo. da
7
`��•
3z�o 00
T,
-i, HBO. dO
3010
Install Vault, Pull vault 5'11"x11'4"x5'0" Mid# 7906630
EA
3011
Install Vault, Switch Vault 5'11"x11'4"x8'2" Mid# 7906902
EA
3
TOTAL SCHEDULE C
lo?
(bid items include sales tax)
City of Federal Way
Pacific Highway South Phase 11 RFB 03 103
South 324th Street to South 340th Street A-37 April 2003
BID SCHEDULE D - QWEST UNDERGROUNDING
All unit prices in Bid Schedule D shall include applicable sales tax.
ITEM
NO.
ITEM DESCRIPTION
Resolution of Utility Conflicts
UNIT
APPROX.
QUANTITY
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
$10,000.00
4001
FA
1
$10,000.00
J• - 7
4002
Install 4-Inch Power & Communication Conduit
LF
42510
1�4i
4003
Install Vault, 467-TA
EA
4004
Install Vault, 5106-TA
EA
11
IoOD. O0
to logo. o0
4005
Install Vault, 818-16TA
EA
1
4006
Install Handhole, 264 TA
EA
22
�/!`�� 11
TOTAL SCHEDULE D
(bid items include sales tax)
City of Federal Way
Pacific Highway South Phase II RFB 03-103
South 324th Street to South 340th Street r A-38 April 2003
BID SCHEDULE E - AT&T UNDERGROUNDING
All unit prices in Bid Schedule E shall include applivable sales tax.
ITEM JITEM DESCRIPTION UNIT APPROk. UNIT PRICE AMOUNT
NO. QUANTITY DOLLARS CENTS, DOLLARS CENTS
5001 Resolution of 1-10111,11y Conflicts
5002 Install 2-Inch Power & Communication Conduit
5003 Install 4-Inch Power & Communication Conduit
5004 Install Handhole, 253-TA
5005 Install Handhole, 3030-LA
FA
1
$10,000.00
$10,000.00
LF
LF
EA_
117400
5500
7
EA
TOTAL SCHEDULE E
�:Z/
(bid items include sales tax)
City of Federal Way
Pacific Highway South Phase II
South 324th Street to South 340th Street
n
RFB 03-103
A-39 April 2003