HomeMy WebLinkAbout104-82 - Res. 1983 Annual Construction Plan;7) FUNCTIONAL CLASSIFICATION CODE
06 MINOR ARTERIAL, RURAL
07 MAJOR COLLECTOR, RURAL.
08 MINOR COLLECTOR, RURAL
09 ACCESS, RURAL (OP LOCAL
SYSTEM, RURAL)
^OPIE.1. CRAB NO. 3 f REV. f 9-80)
15 PRINCIPAL ARTERIAL, URBAN
16 MINOR ARTERIAL, URBAN
COLLECTOR ARTERIAL, URBAN
15 LOCAL SYSTEM, URBAN
(8) TYPE OF WORK CODE
A. GRADING & DRAINING
B. BASE AND TOP COURSE
C. BITUMINOUS SURFACE
TREATMENT
D. A.C. OR C.C. PAVEMENT
1983
E, CURBS AND GUTTERS
SIDEWALKS
G. TRAFFIC FACILITIES
H. PATHS, TRAILS & BIKEWAYS
i. BRIDGES
J. FERRY FACILITIES
(9) ENV1F ONMENTAL ASSESSMENT
CODE
S. SIGNIFICANT
INSIGNIFICANT
EXEMPT
County
Date of Submission of Recommended Program . October. 4.,. 1982
Date of Environmental
Assessment
Date of Final Adoption December 13, 1982
Ordinance/
Resolution No. 10.4-82
(1)
(2)
(3)
(m)
(5)
(6)
(7)
i (8)
(9)
(10) ( (11) ( (12)
(13) B (14) J (15) I (16) (17)
I
F C
z
FUNDING SOURCE
ESTIMATED EXPENDITURES ($ 1000)
6 YEAR
ROADCONSTRUCTION
PROGRAM
Rfl; 3
ROAD NAME AND/OR
I_C)C.ATION
LENGTH
U L
N A
TYPE OF WORi'�
'
n
g 6
c
OTHER FUNDSC
--
i
CONTRACT
DAM
ITEM
..RILL NUMBER
I
C S
1
° "'
LOCAL
RELI FS.
PRELIM.
FENG'
OF
GRAND
M.P. to M.P.
TOTAL
•..„,
r _
NUMBER
iv_.
T. S
W
FUNDS
(.$1,000)
($1000)
PROGRAM ((
SOURrE I
R.
541.11
WAY
541,2
LABOR
TOTAL
541.69
O
J
0165
Beeville Loop
Carlson Br,Replace
4.05
09
1
I
7
30
1{
BR
3
2
32
37
2
4
4190
Bourgault
Weaver Cr. Bridge
Replacement
0.65
09
I
I
16
63
BR
7
2
70
79
3
7
9750
Belfair-Tahuya
=3 Arterial
Tahuya River Br.
to Haven Lk. Rd.
Widening
7.70
8.18
0.48
07
ABC
I
13
5
8
13
8
5172
Johns Prairie
City Limits to
#4 & 42 Arterial
M.C.R.A.
0.40
3.93
3.53
08
ABD
I
16
7
9
16
5
12
5221
Mason Lake Road
SR 3 to McEwan
#10 Arterial
Grade & Alignment
Improvement
0.00
1.37
1.37
08
ABD
I
8
8
8
6
13
0990
Dayton -Airport
#16 Arterial
Correction Center
to Simpson R.R.
Realign through
curves
2.40
3.90
1.50
07
ABC
I
21
8
13
21
7
15
5221
Mason Lake
McEwan to Baliantrae
#18 Arterial
Intersection Realign.
0.75
08
ABC
I
16
6
10
16
8
16
2835
Pickering
Realign Intersection
#33 Arterial
w/ Phillips Lk. Rd.
1.24
1.74
0.50
07
AB
I
67
2
15
50
67
(7) FUNCTIONAL CLASSIFICATION CODE-
06 MINOR ARTERIAL, RURAL
07 MAJOR COLLECTOR, RURAL
08 MINOR COLLECTOR, RURAL
09 ACCESS, RURAL (OR LOCAL
SYSTEM, RURAL)
FORM CRAB NO. 3 REV 1 t-401
15 r,'-''',NCIPAL ARTE_RIAL, URBAN
16 'YET-JOR ARTERIAL, URBAN
17 .(ELECTOR ARTERIAL, URBAN
19 )..).)-71,EAL SYSTEM. URBAN
County
Date of Submission of il
181 TYPE OF WORK CODE E. CURBS AND GUTTERS (9) ENVIRONMENTAL ASSESSMENT Recommended Program .0.a.o.b_ e- ,.1.9.82
A. GRADING & DRAINING F. SIDEWALKS CODE Date of Environmental
B. BASE AND TOP COURSE G. TRAFFIC FACILITIES S. SIGNIFICANT Assessment
C. BITUMINOUS SURFACE H. PATHS, TRAILS & BIKEWAYS I. INSIGNIFICANT
TREATMENT I BRIDGES E. EXEMPT
D. A.G. OR C.C. PAVEMENT J. FERRY FACILITIES
1983
Date of Final Adoption
Ordinance/
Resolution No
December 13, 1982
104-82
(1)
(2)
(31
,z1
(5) 1 (6)
'
(7) I (8)
(9)
(10) I (11) I (12)
. -t
(13) (14) 05) 1 (16) I (17) 1
5 YEAR
F C
— ,
FUNOINGSOURCE
ESTIMATED LXRENDITUR.ES (5 1000)
ROAD
R OA 0 N A $..) E. ii5. N D/0 R
RCAD
-
LENGTH
U L 1 TYPE OF WORE
N A
(S
E E
OTHERFUNDS
CONSTRUCTION
ITEM
PROGRAM
( TEM
LOC
LOCATION
RIGHT
DAY
ND.
NUMBER
NO.
"r---
M.P. Co M.P.
1
TOTAL
T. S 1
—, r,
a <
u
LOCAL
FUNDS
($1,000) ($1000)
PROGRAM
SOURCE
PRELIM.
EN,7,,R
541.11
OF
WAY
$41.20
CONTRACT
LABOR GRAND
TOTAL
541.00
9
10
11
12
13
14
15
16
17
37
1 21
22
23
24
25
39
41.
42
28851Pickerine
0445
4420
1873
6758
1873
5009
5071
5753
Pcsad
#19 Arterial
Highland
#89 - #130 Arterial
Lake Cushman
#81 Arterial
Binns Swiger Loop
#4 Primary Collector
Lakeland Drive
#6 Primary Collector
Binns Swiger Loop
#8 Primary Collector
Brockdale
#1 Arterial
Capital Hill Rd,
Webb Hill
SR 3 to #2881
After Itemjs com-
plete
Selected locations
Asphalt treated
base
From A. C. through
curves to Power
Lines
West Leg
Regrade crown
Vertical
East Leg - gravel
Island Lake to
McEwan Prairie
Realignment at
Railroad including
R.R. Overpass
Surface - Top of
Hill from Brockdal:
0.00
2.60
1.44
0.00
0.20
1.71
1.98
0.92
0.00
2.45
7.93
2.59
0.60
0.30
2.19
2.98
1.52
1.00
2.45
1.3
1.15,
0.60
0.10
0.48
1.00
0.30
1.00
07
08
08
09
09
09
07
09
09
I
D
B C .E
• AB C
ABC
ABC
ABC
D
I - AB
C
,
E
I
1
I
E
I
E
102
45
8
52
8
31
63
28
20
1
112
1
HES
2
8
3
8
3
3
14
15
6
100
60
120
45
34
28
20
I
102
45
8
52
8
31
63
140
20
'
--
1983
I�U'1.J Li I�f
County
(7) FUNCTIONAL CLASSIFICA tiON CODE
06 MINOR ARTERIAL, RUNAI
07 MAJOR COLLECTOR, PI)P/.I
08 MINOR COLLECTOR, pule/+L
09 ACCESS, RURAL (OR LSJt,/t1-
SYSTEM, RURAL)
FORM. CRAB NO. 3 (REV. 11,0f1i
15 PRINCIPAL ARTERIAL, URBAN
16 MINOR ARTERIAL, URBAN
17 COLLECTOR ARTERIAL, URBAN
19 LOCAL SYSTEM, URBAN
(81
A.
8.
C.
D.
TYPE OF WORK CODE
GRADING & DRAINING
BASE AND TOP COURSE
BITUMINOUS SURFACE
TREATMENT
A.C. OR C.C. PAVEMENT
E.
F.
G.
H.
J.
CURBS AND GUTTERS
SIDEWALKS
TRAFFIC FACILITIES
PATHS, TRAILS & BIKEWAYS
BRIDGES
FERRY FACILITIES
(91 ENVIRONMENTAL ASSESSMENT
CODE
S. SIGNIFICANT
I. INSIGNIFICANT
E. EXEMPT
Date of Submission of
Recommended Program
Date of Environmental
Assessment
Date of Final Aooptlon
Ordinance/
Resolution No.
Oct. 4, 1982
December 13, 1982
104-82
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10) (11) I (12)
(13) (14) (15) 1 (16) (17)
ITEM
NO.
6 YEAR
ROAD
PROGRAM
ITEM
NUMBER
GGA0
L:).i
4G.
fi()AD NAME AND/OR
!)RIDGE NUMBER
i
LOCATION
F C
—
FUNDING SOURCE
ESTIMATED EXPENDITURES (S 1000)
LENGTH
U L
N A
TYPE OF WORK
v a
E E
OTHER FUNDS
CONSTRUCTION
C S
°'
LOCAL
P
ENGR.
S 11.11
RIGHT
WAY
541.20
CONTRACTDAY
LABOR
NO
TOTAL
.00
M.O. to M.P.
TOTAL
T. S
c' Q
tu
FUNDS
(61,000)
(81000)
PROGRAM
SOURCE
18
19
20
21
22
43
35
36
37
38
1000
5767
5221
1000
9010
9010
Cloquallum
Minor Construction
County Wide
McReavy Road
Mason Lake Road
County Wide BST
Beards Cove
Star Lake
County Wide A.C. on BST
Cloquallum Road
County Wide AC on AC
Shelton -Matlock -Brady
Shelton -Matlock -Brady
Selected locations
Asphalt treated
base
Through Xmas Trees
Gravel Section
3rd Shot on CRP 96.
3rd Shot on CRP 97'
City limits to A.C.
W Deegan to end of
Widening
Highland to Kidd Rd
3.82
2.5
8.42
1.38
1.76
7.60
/p
A„,,,,1
18.99.
5.0
10.1)
2.73
3.12
8.81
/ /../.
3.00
2.50
1.74
1.82
1.60,
1.35
1.36
1.20
,`
08
07
08
09
09
08
07
07
BC
Right/way
Prel. Eng.
I
I
100
71
27
48
123
TOTALS:
10
2
6
105
10
90
46
117
595
100
51
27
305
100
71
27
48
123
1095