HomeMy WebLinkAboutResolution 06-266-CC i
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BOARD OF COUNTY COMMISSIONERS �� , ,; ������
Grant County, Washington � , ����
. �`�,�o,;-
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IN THE MATTER OF ADOPTING RESOLUTIONNO. 2006-a�CC
THE 2007 ANNUAL ROAD PROGRAM
WHEREAS, pursuant to the requirements of R.C.W. 36.40.070, Grant County did
prepare a 2007 Annual Road Construction Program, and a Comprehensive Road Program for the
ensuing six years of 2007 - 2012, 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 2007 Annual Road Program, and
WHEREAS, all comments and/or objections were heard and evaluated,
NOVV, THEREFORE, BE IT RESOLVED by the Board of County Commissioners
' of Grant County, Washington that the 2007 Annual Road Construction Program attached hereto
; is hereby adopted.
� EFFECTIVE DATE: January 1, 2007
a
DATED this � c�. day of ���,�� � , 2006.
BOARD OF COUNTY COMMISSIONERS
GRANT COUNTY, WASHINGTON
Y� Nay Abstain �-�--..._
❑ ❑
Richard Stevens, Chair
,
� ❑ ❑ E p�.-
Deborah Kay Moor , ember
ATTEST:
� ❑ ❑ �d +
LeRoy Allison, Member
Clerk f the o rd
ANNUAL CONSTRUCTION PROGRAM FOR 2007
DAY LABOR CONSTRUCTION � S�,000s: AGENCYACTION: COUNTY> GRANT
Current Population: So,eoo
(a) TOTAL CONSTRUCTION PROGRAM-column(1�+(16) $7,010 DATE RECOMMENDED PROG.SUBMITTED November 21,2006
(B) COMPUTED DAY LABOR LIMIT(see instructions) $�,052 DATE OF ENVIRONMENTAL ASSESSMENT July 25,2006
(C) TOTAL DAY LABOR PROGRAM-mWmn(76) $770
DATE OF FINAL ADOPTION December 12,2006
ORDINANCFJRESOLUTION NO. 2006- -CC
"Line(C)must be smalier than Line(B)" DATE OF AMENDMENT '
........_.....................................................
......................................_.........................................._..............._... . :
�"���'"_" (2) c t3�....s...""""""' �4� c (5) .._.......„........_........................................_............... . . • ' _ .. ...
""'...""""" ........."".............""'""'............._._.........."""..............."""""........5....�6�........(7) . (8) � �9) �?�) (�1) ....(72).... .....('13).......-•(74).... ...-('S)... .....(j6).... ...�'�..
: ° � ° : ..._..Q...... ..........:...... ........�............. ..... ................................e...... ..............._. ....""'..... .....' '
: w - � _= � ~ x �� ; � Z• SOURCES OF FUNDS D E X P E
' � '•¢ O z`- � ROAD/PROJECT NAME j� � 'Z �I wo ;W w •......-••-•-• •-••-••-•.....-•-••••....._... T 1 M EALL/N$1000's N D I T
. ...... A
Z ;> a W LOG � AND LOCATION -0� � �o g : O �Z � COUNTY � ,OTHER FUNDS...., S RIGHT � T CONSTRUCTIONU
E
..
. . .._... .. S
" ;a :c� � Y �p W FUNDS �� � PRELIM. � OF i CONST. �� GRAND
; W ;�° Q � N0. (include brief termini description �� U' � � m ��000's) ; AMOUNT ;PROGRAM ENGR. WAY : ENGR : = DAY TOTAL
: F= : p or MP's: Bridge#) ? @niies) ?� � ?z ¢ (�000•s � soURCE '
� � :W ) 595.10 ; 59520 ? (CE7 i CONTRACT: LABOR ALL 595.00 =
��000s) ; ��000�s) : (moo•s) : (i000•s) : (i.�os�
: 1 ;Carryover= 31790 : CRESCENT BAR RD NW(4th St[Trinidad]to Br#301) �.40 ; 08 ? ABC : E $200? $483� PRIVATE $28 $80; $474; $101 $683�
3 31790-MP 0.35 TO MP 1.75 :tdITiGRTION
: GRADE,DRAIN,SURFACE(BST);FINISHED WIDTH=34 FT_ '
: 2 ; 1 ; 31790 � BRIDGE#425,CRESCENTBAR BROS-l3CH: 0.02; 08 ; I E $756; BR $28 $113: $615; $756:
� 3�790-MP 2.50 TO MP 2.72 Br#08253500:
: BRIDGE REHAB.HMA(4"); FINISHED WIDTH=44 FT.
: 3 = 2 ; 31000 : SUNLAND RD.(SECTION PL TO TOP OF GORGE) Safety Project: '1.20 � 07 ;ABCG : E $41= $260;STP(RCTL} $20 $20; $26�' $301;
� 3�000-MP 1.80 TO MP 3.00 STP(RCTLRPP) :
GUARDRAIL,MINOR WIDENING,DRAINAGE;FIN.WIDTH=28 Ff.
� 4 � 3 ; 9'1045 � 7 NE RD.(K NE TO TOP OF HfLL} SafetyProject� 0.30 ; 07 ?ABCG e E $13e $83:STP(RCTL} $5 $6? $85; $96?
� 94030-MP 1.20 TO MP 1.50 STP(RCTLRPP) :
: GUARDRAIL,MINOR WIDENING,DRAINAGE;FIN.WIDTH=28 FT.
: 5 � 4 ; 92005 � H SE RD_(9 SE TO SR 262) Safety Projecf: 0.45 ; 07;ABCG ? E $11? $70;STP(RCTL) $5 $5? $7�� $8�;
: 92005-MP 3.50 TO MP 3.95 STP(RCTLRPP) :
: GUARDRAIL,MINOR WIDENING,DRAINAGE;FIN.WIDTH=28 FT.
; 6 : 6 �PortRd; AIRPORTRD(SR282TOGRUMMAN) 2.00 ; n/a: ABC � E $700: � LOCAL 0 $24; �76; $�00�
WA-MP 0.00 TO MP 200
GRADE,DRAIN,SURFACE(BS�;FINISHED WIDTH=34 FT.
; 7 : 7&8 ' 92035 : U NE/SE RD(WARDEN T03 NE) 10.73� 07?ABCC�' E $207; $1,328� STR(12) $35 $105i $1,395; $�,535;
; 92035-MP 4.94 TO MP 15.80
; HMA OVERLAY(2");FINISHED WIDTH=28 to 34 FT.
1D0%
; 8 ; 9 : 21880 � BRIDGE#228,4 SE RD Q.35 mi W of M SE) BROS-2013; 0.11 � 09 � I E $165? 8R05 $12 $11: $142? $165�
: 21880-MP 0.25 TO MP 0.36 Br#08272500;
: BRIDGE REPLACEMENT,HMA; FINISHED WIDTH=28 FT.
t00 k
: 9 : 10 � 52300 ; BRIDGE#'163,22.5 NE RD(CANNAWAI) BROS-2013� 021 � 09 � I E $275; BROS $'13 $18? $244; $275;
: 52300-MP 2.52 TO MP 273 Br#08082800�
� BRIDGE REPLACEMENT,HMA; FINISHED WIDTH=28 FT.
� 10 � 11 � 30400 e MARTIN RD.NW(H NW TO E NV1� 3.18 � 08 i ABC ; E $57: $508� RAP $15 $39� $357; $124 $565�
: 30400-MP 12.45 TO MP 15.63
; GRADE.DRAIN,SURFACE(BSl);FINISHED WIDTH=34 FT.
. . . . . . :PAGETOTALS $629. $3,925� $161 $420� $3,750 $225 �'u4,557�
CRAB FORM NO.3 (REV 10/03) Page 1 of 3
ANNUAL CONSTRUCTION PROGRAM FOR 2007
DAY LABOR CONSTRUCTION gl,000s: AGENCY ACTION: COUNTY> Gt�nNr
Current Population: 8o,soo
(A) TOTALCONSTRUCTIONPROGRAM-cotumn(15)+(�6) $7,010 DATERECOMMENDEDPROG.SUBMITTED November21,2006
(B) COMPUTED DAY LABOR LIMIT(see inswctions) $1,052 DATE OF ENVIRONMENTAL ASSESSMENT July 25,2006
(c) TOTAL DAY IABOR PROGRAM-column('16) $770 DATE OF FINAL ADOPTION December '12,2006
ORDINANCE/RESOLUTION NO. 2006- -CC
"Line(C)must be smaller than Line(B)" DATE OF AMENDMENT
...�,,._.....�2)•••••-•..........._.........................................................................................................._..............._....._..........._....8.. ., .. . . . . . . . . .. ...
_ .. ..... ........ .......
"'"....._......'"""""e""S3�""'............."'_.""""'"........................�4J �..._S.r'.) E �6) c Cn . �) I. �9� � ....�10)." '..(1').. ..�12).. ...�13).. ...�14).. ...�15).. ...�16).. ...�17)..
: : : : . ......... "' """'"' '..... ..."" "".._.._.._..•.. .. ..�............. ."""""......i.........'"""n"....._......-................................._.............._...
: � : a : : •••....._......................... ....�- -: � :Q F ESTI MATED EXPEN.D ITl1 RES
: m : � : ; ;� _ '� ;F SOURCES OF F NDS
' ;� C9 O• ; ROAD/PROJECTNAME �� � �z � ; p ;W w � ���������� � � ALLIN$1000's �
`• � :Q O z� ROAD � AND LOCATION :O Z °� v� � O -� � COUNTY ' OTHER FUNDS j RIGHT � CONSTRUCTION
E � �w � . .
. . . f ..... ...... .
� z :� a �� LOG ; ;a � ;c~.� � ; Y i O W FUNDS PRELIM. � OF �CONST. ;� � �� GRAND i
; W ; Q �= NO. (Include brief termini description :� � �� � �i000's) ` AMOUNT �PROGRAM ENGR. - WAY : ENGR : DAY TOTAL
� � � � or MP's; Bridge#) ; �nni�es) :�- � �Z Q ('1000's) � SOURCE 595.10 � 59520 : (CE) :CONTRACT� LABOR ALL 595.00 �
:W (l000s)
; ��000�s} ; (�000•s) ? (�000�s) : (t.000s)
; 11 � 12 ; 930'10 � 5-NWRD.(SR283TOSR281) 5.45 � 07 ' D E $'14i; $9,039� STP(R) $45 $79� $1,056: $1,'180'
93010-MP 8.62 TO MP 14.07
: HMA OVERLAY(3"-two Iifts);FINISHED WIDTH=34 FT.
c '12 c GRAVEL TO BST SURFACING PROGRAM for 2007
13 = 10640 ;a E Sw(SR24 TO S OF WAHLUK�MP o.00 TO MP 1.40 FIN.WID.=26 ft. ? 1.40 � 09 � ABC ? E $171; � LOCAL $6 $12? $93? �60 $171�
14 ; 15150 :b SSW(S FRONT.TO END ROAD)MP 0.00 TO MP 0.82 FIN.WID.=26 ft. : 0.82 : 09 : ABC : E $106; : DEV.MIT. $6 $7; $63: $30 $106=
15 :45133/9 c H.4lH.6/9.7/H.8(S OF 10 NE)MP 0.00 TO MP 126 FIN.WID.=26 ft. ; 1.26 ; 09 ; ABC ; E $�56= ; LOCAL $�1 $10? $90: $45 $156;
:45135/;
; 45137
16 : 36200 'd 3 NW(N_5 NW TO P NN�MP 0.00 TO MP 1.50 FIN.WID.=26 ft. ? 1.50 � 09 : ABC � E $194' = L�CAL $9 $13= $112' $60 $194�
17 : 91043 :e O SW(23 SW T0 24 SW)MP 7.'19 TO MP 8.34 FIN.WID.=26 ft. ; 1.'I5 ; 09 ; ABC e E $138: ? LOCAL $8 $9: $76; $45 $138�
'18 : 50100 :f l.NE(36 NETO SR 2)MP 1'120 TO MP'I4.10 FIN.WID.=26 ft. ; 2.90 : 09 : ABC ; E $374? � LOCAL $24 $25: $2"15; $'1'10 $374:
: GRADE,DRAIN,SURFACE(BS"n ,
; 13 � 19 � 91027 � 12 SE RD.(F-SE TO ADAMS CO.LINE) Adams Co.Lead Aoencv 2.54 ; 07 ;ABCD : E $58; $370e STP(Rj $28 $28: $372 e $428:
9'1027-MP 9.02 TO MP 11.56
� GRADE,DRAIN,SURFACE(HMA);FIN.WID.=34 FT.
� 14 : 20 � 37750 ; LANDFILLACCESSCHANNELIZATION@SR28 --- 08 � ABD � E $195? e LOCAL $�95: $195?
37750-MP 2.04
; GRADE,DRAIN,SURFACE(HMA);FIN.WID.=34 FT. _
� 15 c 71 e 42350 ? 49 NE RD(X NE TO V NE) 2.01 e 09 � AB ; E $1005 � LOCAL $5 $95 $'100:
' 55200-MP'I.0'I TO MP 3.02
: GRADE,DRAIN,SURFACE(Gravel);FIN.WID.=24 FT. .
; 16 ; 2I ; 42350 ; LARSON TR.41L(GRAPE DR) 1.80 � 08 ; ABD ; E $58; $192; STP(El $15 $17� $218; $250?
: 42350-MP 0.00 TO MP 1.80 09 :
: GRADE,DRAIN,SURFACE(ConcJHMA);FIN.WID.=12 FT. _
; 17 : 22 : 44750 ? N NE RD(3 NE TO 3.7 NE) 0.75 ; 08 ?ABDEF� E $17: $68; TIB $65 $20; $85:
; 44750-MP 0.00 TO MP 0.75 : (Pe on�t�
e GRADE,DRAM,SURFACE(HMA),C&G,SW;FIN_WID.=48/60 FT. .
� 18 : 24 � 37312 � NEVA LAKE RD(SR 28 TO END OFROAD) 0_70 � 09 � ABD : E $22; SW $12 $10� $22:
; 44750-MP 0.00 TO MP 0.75 ? (P�eNtn
: GRADE,DRAIN,SURFACE(HMA 4"two lifts);FIN.WID.=34 Ff. _
; 19 : 25 : 39050 � E NW RD(SR 28 TO N.FRONTAGE) 10.3.6� 08 ; ABC : E $9: $81; RAP $90 $90:
; 39050-MP 0.00 TO MP 10.36 � (Pe o,vtr}
� GRADE,DRAIN,SURFACE(BS"n;FIN.W1D.=34 FL .
100%
, , , , , , ;PAGETOTALS $1,739. $1,750 $324 $30 $20D $2,490 $445 $3,489:
CRAB FORM NO.3 (REV 10/Q3) Page 2 of 3
ANNUAL CONSTRUCTION PROGRAM FOR 2007
DAY LABOR CONSTRUCTION 31,000s: AGENCYACTION: COUNTY> GtznNT
Current Population: eo,soo
(a) TOTALCONSTRUCTIONPROGRAM-coiumn(�5)+(16) $7,010 DATERECOMMENDEDPROG_SUBMITTED November2'1.2006
(B) COMPU7ED DAY LABOR LIMIT(see insWctions) $1,052 DATE OF ENVIRONMENTAL ASSESSMENT July 25,2006
(C) TOTAL DAY LABOR PROGRAM-coiumn(�6) $770 DATE OF FINAL ADOPTION Decem6er 12,2006
ORDINANCElRESOLUTION NO. 2006- -CC
"Line(C}must be smaller than Line(B)" DATE OF AMENDMENT
........_..........................._............................................................................_........................... , .. . . _ . .. . .
.._............................................. ............ .................. ............ ..................�...
e"���"_""••(2).....i..'"'t3)""a"""'"...""'....................................�4�......""""....._._..........._.............:..._�5) c (6) c C7), t �$).,"�""'�9) (�0) ���) ��2) �73).........��4).... ...--t'IS).... .....('16)...._ ..._.('�..... _
. � : Q : : .. .•'•.. __..N ...�_� • . ......0_............N.............................E.S.T.'.M.A.T.E.D..SE.X.P.E.N.eD..I.T.U.R.E.s..........
= w : -: : Q `�- ............ . •••••-•'--.... DS
� m �� � p. ; ROAD/PROJECT NAME � :w � :Z � : Q =W iz .. SO S OF F _ q�tN$1000's
' --'-C
� '
� � :} a �; ROOAD � ANDLOCATION �� � �� J � O :Z � COUNTY � _EOTHERFUNDS...., i RIGHT � CONSTRUCTION
; � : w; ; ;a ;U y :p W FUNDS ��� � PRELIM. � OF �CONST. �� � �� GR4ND
: W :`° Q �: NO. (Inciude brief termini description _� � ' � :� � �i000•s) : AMOUNT �PROGRAM ENGR WAY ; ENGR. : ' DAY TOTAL
� � = O� or MP's; Bridge� ; (naiies) :�- � :Z ¢ (l000•s � SouRCE 595.10 ; 59520 ? �
•W ) (C� cCONTRACT; LABOR ALL595.00 E
(�000s) ; �i000�s) ; (moo•s) : (�000•s) : (i.000s)
? 20 9 27 : 50910 ; BRIDGE#118,F-NE BROS-2013; 022 � 09 Q I E $20e 100% $20 $20E
: 50910-MP 0.51 TO MP 0.54 Br#08053200; BP,OS
: BRIDGE REPLACEMENT,HMA; FINISHED WIDTH=24 FT. � j�e cNt�j
; 20 � 28 � 42350 ; GRAPE DR.(SR 17 TO LORING) 1.00 : 08 : ABD ; E $20; ; LaCAL $20 $20�
; 42350-MP 0.00 TO MP�.00 09 ; ; (PE cM1�ll�
c GRADE,DRAIN,SURFACE(BST);FIN.WlD.=34 FT. = � � � � ,
� � � � �
� 22 ; 23 --- � MISCELLANEOUSPROJECTS` --- ---; ABC : E $2'I5: : LOCAl. $'15 $200 $215=
'INCLUDES COST SHARE PROJECTS
GRADE,DRAIN,SURFACE(BSn
PAGETOTALS $215 $55 $215:
PROGRAM TOTALS $2,603 $5,678 $540 $620 $6,240 $770 $8,281
WAC 136-16-035 Maintenance&Special Maintenance $8,695 $0
c:\wpfiles\quattro�annualTiP�annua12007.qpw Equipment Purchases $2,339 ^�0 Construction&Maintenance Total $16,976
CRAB FORM NO.3 (REV 10/03) Page 3 of 3