HomeMy WebLinkAboutResolution 93-157-CCBOARD OF COUNTY, COMMISSIONERS
GRANT COUNTY, WASHINGTON
IN THE MATTER OF
ADOPTING THE 1994
ANNUAL ROAD PROGRAM
RESOLUTION NO. 93 -157 -CC
WHEREAS, pursuant to the requirements of R.C.W. 36.40.070, Grant
County did prepare a 1994 Annual Road Construction Program, and a
Comprehensive Road Program for the ensuing six years of 1994 - 1999, and
WHEREAS, in accordance with W.A.C. 136.16 an environmental
assessment was made on all work within the Annual Program, and
WHEREAS, pursuant to the requirements of R.C.W. 36.40.80, a public
hearing was held and included the 1994 Annual Road Program, and
WHEREAS, all comments and/or objections were heard and evaluated,
NOW, THEREFORE, BE IT RESOLVED by the Board of County
Commissioners of Grant County, Washington that the 1994 Annual Road
Construction Program attached hereto is hereby adopted.
DONE tH15 DAY OF
ATTEST: /4-, �
of the Board
.,G,. , .......... .. _ .........
Chairman
I 1�
% Commissioner
Commissioner
Constituting the Board of County Commissioners
of Grant County, Washington
PgAR tA4111A an z #DON/ 4 t lOT1
ANNUAL CONSTRUCTION PROGRAM FOR 1994
9 ABC
E
(7) TYPE Of WORK CODE
A. GRADING AND
DRAINING F. SIDEWALKS
B. BASE AND TOP COURSE G. TRAFFIC FACILITIES
C. BITUM. SURF.
TREATMENT H. PATHS, TRAILS b BIKEWAYS
D. A.C. /P.C.C. PAVEMENT
1. BRIDGES
E. CURBS AND GUTTERS
J. FERRY FACILITIES
(1) (2)
(3)
(4)
6 YEAR
80
Date of Submittal of
ROAD
(A) TOTAL CONSTRUCTION PROGRAM - column (14)
ROAD/PROJECT NAME AND LOCATION
PROGRAM
ROAD
(include brief termini description of MP's; Bridge #)
ITEM ITEM
LOG
(B) COMPUTED DAY LABOR LIMIT (see back)
NO. NO.
NO.
0.74
1 1
38940
MARTIN RD (SR 28 TO E -NW)
(C) TOTAL DAY LABOR PROGRAM - column (15)
STP
36940 - MP 0.00 TP MP 0.90
8734
40
GRADE, DRAIN, SURFACE (BST). BRIDGE REPLACEMENT #315..
June 15 , 1993
FINISHED WIDTH = 34 FT.
2 2
91035
FRENCHMAN HILL RD (BEVIBURKE TO ADAMS)
Date of Fina( Adoption
91044
91035 - MP 5.85 TO MP 10.73
91013
91044 - MP 0.00 TO MP 1.05
E
Resolution No.
91013 -MP 14.88 TO MP 15.34
(51 (8) (7) (8)
1 (9) __ __1
GRADE, DRAIN, SURFACE (BST); FINISHED WIDTH = 34 FT.
3 3
20800
13-SW/SE (DIVISION -S TO SR 282)
1 (14) ► (15)
II (18)
20800 - MP 0.00 TO MP 1.01
SOURCES OF FUNDS
E S T I M A T E D
SURFACE (BST); FINISHED WIDTH = 28 FT
4 4
91042
27 -SW RD (L -SW TO O -SW)
OTHER =UNDS
91042 -MP 0.99 TO MP 4.00
CONSTR JCT(ON
4315
GRADE, DRAIN, SURFACE (BST); FINISHED WIDTH = 28 FT.
5 5
51800
BRIDGE #104, 31 -NE
PRELIMINARY
RIGHT
51800 - MP 0.30 TO MP 0.50
GRAND
C S l E
BRIDGE REPLACEMENT; FINISHED WIDTH = 28 FT.
6 8
45010
DOVER ST (SR 17 TO PATTON BLVD)
OF WAY
45010 - MP 0.00 TO MP 0.74
(Miles) T S (See work R S
(81,000)
GRADE, DRAIN, SURFACE (ACP), CURB AND GUTTER
SOURCE
595.10
FINISHED WIDTH = 48 FT.
7 7
91017
BRIDGE 0395, L.5 -SW
91017- MP 8.23 TO MP 6.45
BRIDGE REPLACEMENT; FINISHED WIDTH - 34 FT.
8 8
34200
BRIDGE #122, 19 -NW
825
34200 - MP 2.32 TO MP 2.64
8440
BRIDGE REPLACEMENT; FINISHED WIDTH = 28 FT.
PgAR tA4111A an z #DON/ 4 t lOT1
ANNUAL CONSTRUCTION PROGRAM FOR 1994
1.01
9 ABC
E
450
80
AGENCY ACTION
DAY LABOR COMPUTATION
40
450
850
3.01
COUNTY:
GRANT
4120
40
- - -
8fl
80
Date of Submittal of
8120
(A) TOTAL CONSTRUCTION PROGRAM - column (14)
+ (15)
$5,233,000
835
4139
Recommended Program
June 7, 1993
(B) COMPUTED DAY LABOR LIMIT (see back)
40
8800,000
0.74
16 ABDEF
Date of Environmental
(C) TOTAL DAY LABOR PROGRAM - column (15)
STP
$797,000
8734
40
Assessment
June 15 , 1993
8105
TiA
Date of Fina( Adoption
Dec. , 1993
11 : • Line (C) must be smaller than Line (81 • •
0.22
7 1
E
Resolution No.
93- -CC
(51 (8) (7) (8)
1 (9) __ __1
(10) 1
(11)
(12) ►
(13)
1 (14) ► (15)
II (18)
F C TYPE E A
SOURCES OF FUNDS
E S T I M A T E D
E X P E N D I T U R E S
(81,000'al
PROJECT U L OF N S
COUNTY
OTHER =UNDS
CONSTR JCT(ON
4315
LENGTH N A WORK V S
FUNDS
PRELIMINARY
RIGHT
GRAND
C S l E
AMOUNT
PROGRAM
ENGINEERING
OF WAY
TOTAL
(Miles) T S (See work R S
(81,000)
(811000)
SOURCE
595.10
595.20
CONTRACT DAY LABOR
595.00
codes) N
0.90 8 AM E 858
4244
SR
825
8392 823
8440
8140
RAP
8.59 7 ABC E 4109
4895
STP
443
4891 4130
4884
480
RAP
1.01
9 ABC
E
450
80
- - -
80
40
450
850
3.01
8 ABC
E
4120
40
- - -
8fl
80
8120
8120
0.20
8 1
E
835
4139
BROS
411
4163
40
4174
0.74
16 ABDEF
E
4875
STP
846
8734
40
8780
8105
TiA
0.22
7 1
E
4123
4150
SR
416
4257
40
4273
0.34
8 I
E
45
430
BROS
420
8317
813
8350
4315
RAP
Pan^ 1 of 3
'
7 1
A
fT1 TYPE Of WORK CODE
A. GRADING AND
DRAINING F. SIDEWALKS
B. BASE AND TOP COURSE
G. TRAFFIC FACILITIES
C. BITUM. SURF.
TREATMENT H. PATHS, TRAILS & BIKEWAYS
D. A.C. /P.C.C. PAVEMENT
I. BRIDGES
E. CURBS AND GUTTERS
J. FERRY FACILITIES
11) (2)
(3)
(4)
8 YEAR
Date of Submittal of
STP
ROAD
85,233,000
ROAD/PROJECT NAME AND LOCATION
PROGRAM
ROAD
(Include brief tetmini description of MP's; Bridge #)
ITEM ITEM
LOG
8800,000
NO. NO.
NO.
Date of Environmental
9 9
95037
BRIDGE 0130, R -NE
8797,000
9 ABC
95037 - MP 18.87 TO MP 19.08
Assessment
June 15 , 1993
BRIDGE REPLACEMENT; FINISHED WIDTH = 28 FT.
10 Carryover
92015
BRIDGE 0218, LIND COULEE
E
92045
92015 -MP 0.21 TO MP 0.44
11 ' • Line (C) must be smaller than Line 1B)
92030
BRIDGE #205, R -SE
9 1
E
92045 -MP 5.87 TO MP 5.98
93- -Cc
(5) (8) (7L _(8) (9)
BRIDGE #208, 3 -SE
01)
(12) 1
92030 -MP 0.00 TO MP 0.10
(14) (15)
(18)
SAFETY PROJECT; APPROACH GUARD RAIL INSTALLATION
11 10
93010
BRIDGE 0358, 5 -NW
(41,000's)
PROJECT U L OF N S COUNTY
93010 -MP 14.99 TO MP 15.21
UNDS
BRIDGE REPLACEMENT; FINISHED WIDTH = 34 FT.
12 11
91030
DODSON RD (SR 28 TO FRENCHMAN HILLS)
91030 - MP 0.00 TO MP 5.90
RIGHT
3R (BST); FINISHED WIDTH = 34 FT
13 Carryover
37949
A -NW RD (SR 282 to DRUMHELLER RD)
ENGINEERING
OF WAY
37949 - MP 0.00 TO MP 0.13
TOTAL
(Miles) T S (See work R S (81,000)
GRADE, DRAIN, SURFACE (BST); FINISHED WIDTH = 28 FT.
14 12
NEW
MARINE VIEW RID 93-3
CONTRACT DAY LABOR
595.00
NEW
GRADE, DRAIN, SURFACE(BST); FINISHED WIDTH 24, 28, & 34 FT.
15 14
93035
BRIDGE #338 - MONUMENT HILL
0.21 7 1 E 83
8104
93035 - MP 1.34 TO MP 1.55
48
BRIDGE REPLACEMENT; FINISHED WIDTH - 28 FT.
18 15
93025
BRIDGE #345, R -NW
RAP
93025 - MP 0.87 TO MP 0.88
BRIDGE REPLACEMENT; FINISHED WIDTH = 34 FT.
NNUAL CONSTRUCTION PROGRAM FOR 1994
0.22
7 1
E
$132
AGBVCY ACTION
DAY LABOR COMPUTATION
COUNTY:
GRANT
5.90
7 ABC
E
879
Date of Submittal of
STP
(A) TOTAL CONSTRUCTION PROGRAM - column (14) + (151
85,233,000
Recommended Program
June 7 , 1993
(B) COMPUTED DAY LABOR LIMIT (see beck)
8800,000
9 A
E
Date of Environmental
40
(C) TOTAL DAY LABOR PROGRAM -column (15)
40
8797,000
9 ABC
E
Assessment
June 15 , 1993
RID
40
0.21
8 1
E
Date of Final Adoption
Dec. , 1993
11 ' • Line (C) must be smaller than Line 1B)
43
0.21
9 1
E
Resolution No.
93- -Cc
(5) (8) (7L _(8) (9)
(10) 1
01)
(12) 1
(13)
(14) (15)
(18)
F C TYPE E A SOURCES
OF FUNDS
E S T I M _A T E D
£ X P E N 0 1 T U R E S
(41,000's)
PROJECT U L OF N S COUNTY
OTHER
UNDS
CONSTR JCTION
LENGTH N A WORK V S FUNDS
PRELIMINARY
RIGHT
GRAND
C S I E
AMOUNT
PROGRAM
ENGINEERING
OF WAY
TOTAL
(Miles) T S (See work R S (81,000)
(811000)
SOURCE
595.10
595.20
CONTRACT DAY LABOR
595.00
codes) N S
0.21 7 1 E 83
8104
BR
48
8122 80
$130
823
RAP
0.44 7 HES E 812
888
HES
88
8118 40
8128
381
827
HES
419
HES
0.22
7 1
E
$132
BR
810
433
RAP
5.90
7 ABC
E
879
8508
STP
837
4182
RAP
0.13
9 A
E
410
40
---
40
3.75
9 ABC
E
4231
RID
40
0.21
8 1
E
45
445
RAP
43
0.21
9 1
E
45
841
RAP
43
8155 80 8185
8590 8120 4747
40 410 410
40 8231 4231
847 80 450
443 80 448
CPAR FnRM NO Z IRFV 111411 Purse i of 3
CRA 13 FORM NO. 'i (RFV 1 1 /911
ANNUAL CONSTRUCTION PROGRAM FOR 1994
Q) TYPE OF WORK CODE
A. GRADING AND DRAINING F. SIDEWALKS
B. BASE AND TOP COURSE G. TRAFFIC FACILITIES
C. SITUM. SURF.
TREATMENT H. PATHS, TRAILS & BIKEWAYS
D. A.C. /P.C.C. PAVEMENT
1. BRIDGES
E. CURBS AND GUTTERS
J. FERRY FACILITIES
(1)
(2)
(3)
(4)
8 YEAR
ROAD
ROAD/PROJECT NAME AND LOCATION
CONSTRUCTION PROGRAM - column 114)
PROGRAM
ROAD
(Include brief termini description of MP's; Bridge 0)
ITEM
ITEM
LOG
(B) COMPUTED DAY LABOR LIMIT (see back)
NO.
NO,
NO,
17
17
91030
DODSON RD (9 -NE TO SR 282)
$797,000
91030 - MP 23.79 TO MP 29.71
Assessment
June 15, 1993
ACP OVERLAY; FINISHED WIDTH = 34 FT.
18
18
93047
SAGEBRUSH FLATS RD (BAIRD SPRINGS TO J -NE)
Date of Final Adoption
Dec. , 1993
93047 - MP 3.10 TO MP 9.37
must be smeller than
Line (B)
GRADE, DRAIN, SURFACE (BST), FINISHED WIDTH - 28 FT.
19
19
93045
B -NN( RD (SR 28 TO WEST CANAL BRIDGE)
(5)
(8) (7) (8) J
(9)
93045 - MP 0.00 TO MP 1.31
(11)
(12) j
113)
GRADE, DRAIN, SURFACE (BST); FINISHED WIDTH = 34 FT.
20
20
21700
BASELINE EAST RD (POTATO HILL TO SR 17)
E S T I M A T E D
E X P E N D I T U R E S
21740
21700 -MP 0.00 TO MP 1.77; 21740 - MP 0.00 TO MP 0.80
U L OF N S
COUNTY
OTHER :UNDS
GRADE, DRAIN, SURFACE (BST); FINISHED WIDTH = 38 FT.
21
50
41890
AIRWAY DRIVE (FAIRGROUNDS TO SR 17)
N A WORK V S
FUNDS
41890 - MP 1.89 TO 3.21
PRELIMINARY
RIGHT
GRADE, DRAIN, SURFACE (ACP), AND CURB AND GUTTER;
C S ! E
FINISHED WIDTH = 50 FT.
22
23
92015
M -SE RD (SR 17 TO SR 282)
TOTAL
(Miles)
T S (See work R S
92015 - MP 0.00 TO MP 8.48
($1,000)
SOURCE
595.10
SURFACE (ACP); FINISHED WIDTH = 34 FT.
23
24
92015
BRIDGE 0238, MCDONALD RD
—
92015 - MP 1.47 TO MP 1.88
BRIDGE REPLACEMENT; FINISHED WIDTH = 34 FT.
24
25
92015
BRIDGE ,0230, MCDONALD RD
$43
$907 $0
92015 -MP 4.84 TO MP 4.85
8.27
7 ABC E
$7
BRIDGE REPLACEMENT; FINISHED WIDTH = 34 FT.
25
-
- - -
MISCELLANEOUS PROJECTS
$77
*INCLUDES COST SHARE PROJECTS
CRA 13 FORM NO. 'i (RFV 1 1 /911
ANNUAL CONSTRUCTION PROGRAM FOR 1994
AGD11CY ACTION
DAYLABOR CON4PUrA77ON
COUNTY:
GRANT
Date of Submittal of
(A) TOTAL
CONSTRUCTION PROGRAM - column 114)
+ (15)
$5,233,000
Recommended Program
June 7, 1993
(B) COMPUTED DAY LABOR LIMIT (see back)
$800,000
Date of Environmental
(C) TOTAL
DAY LABOR PROGRAM - column (15)
$797,000
Assessment
June 15, 1993
Date of Final Adoption
Dec. , 1993
�i • • Line (C)
must be smeller than
Line (B)
Resolution No.
93- -CC
(5)
(8) (7) (8) J
(9)
(10)
(11)
(12) j
113)
I (14) (15)
(18)
F C TYPE E A
SOURCES OF FUNDS
E S T I M A T E D
E X P E N D I T U R E S
(11,000's)
PROJECT
U L OF N S
COUNTY
OTHER :UNDS
CONSTRUCTION
LENGTH
N A WORK V S
FUNDS
PRELIMINARY
RIGHT
GRAND
C S ! E
AMOUNT
PROGRAM
ENGINEERING
OF WAY
TOTAL
(Miles)
T S (See work R S
($1,000)
($1,000)
SOURCE
595.10
595.20
CONTRACT DAY LABOR
595.00
codes) N S---
—
5.92
7 D E
$850
CAPP
$43
$907 $0
$850
8.27
7 ABC E
$7
$70
RAP
$77
$0 $0
$77
(PE ONLY)
1.31
7 ABC E
32
$20
RAP
$22
$0 s0
$22
WE ONLY)
2.37
7 ABC E
$3
$17
STP
$13
$0 $0
$13
(PE ONLY)
1.32
18 ABDEF E
$8
$87
STP
$31
$0 $0
$31
$8
TIA
(PE ONLY)
0.20
7 1 E
$1
$9
STP
$10
$O $0
$10
(PE ONLY)
0.20
7 1 E
$1
$8
STP
$9
$0 $0
$9
(PE ONLY)
0.21
7 1 E
$1
$5
STP
$e
$0 $0
$8
(PE ONLY)
...
... ABC E
$100
$0
---
$0
$0 $100
$100
'rogram Totals = = a >
$735
$4,998
$441
$O $4,438 $797
$5,874
Paoe 3 of 3