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HomeMy WebLinkAboutResolution 90-060-CC4. v RESOLUTION NO. 90-60—CC BEFORE THE BOARD OF COUNTY COMMISSIONERS of GRANT County, Washington. In the matter of initiating a county road project designated as CRP NO. 90-23 IT IS HEREBY RESOLVED THAT the 'N' SE Road, State Road Log No. 21850 from Milepoint 0.96 to Milepoint 1.47 be improved as follows: Grade, drain, place additional crushed rock and apply a two (2) shot bituminous surface treatment for a finished roadway width of twenty four (24) feet. This project is hereby declared to be a public necessity and the county road engineer is hereby ordered and authorized to report and proceed thereon as by law provided. (RCW 36.75.050, 36.80.030, 36.80.070) (Optional References). IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund budget and based on the county engineer's estimate is hereby made in the amounts and for the purposes shown: PURPOSE AMOUNT OF APPROPRIATION Engineering $500 Right of Way Acquisition — TOTAL (Not subject to 36.77.060) $500 Construction $17,500 TOTAL (Check Appropriate Box) ® This project is included in the officially adopted annual road program as Item No $18,000 30—F ❑ The project is hereby made a part of the officially adopted annual road program in accordance with RCW 36.81.130. IT IS FURTHER RESOLVED that: (Check appropriate box) ❑ The construction is to be accomplished by contract in accordance with RCW 36.77.020 et. seq. ® The construction is to be accomplished by county forces in accordance with RCW 36.77.060 and WAC 136.18. ADOPTED this T 7*h day of T„1 , 1990 ATT 7 Clerk of .Board Recommended for use in connection with WAC 136-18-030. BOARD OF COUNTY COMMISSIONERS OF 041 1-NE I _ /1-NE--i 1-NE J Atwood T 5 y: i 4320 — N 435 0 w' 43540 w 43540 2173 Frontage R z' z ....�� d• ? 43520 rlv 4352b w a f w 67. -fir z 3� S F ronrIge Rd. l 35 z I w 1 22164 r 221 qLf) .�_ FA1 C_ 3 a' Z N I 90 2 N �221601�e Rd. _� '3520 c' � z 22120 Base I ne 9E "� Lv __0520 = I; Base Line E 12214p000 A -off- 21700 I 1 40 . 21742 N 1 ,R "' 22140 ui + q Q 'nR N 21741 1722 I o o �Q S Fronta N \ Baseline .5 SE 22100 N Baseline .5-SE w �i,i� 22140 j c� �� ♦ 22100 '� 22100 3 d z_ LS� ♦ ' �� \ \ ruj n Y ,R 21�80 ST p�44 4 1 CY) �� i 23200 -1SE s' t .. .. I Sf -- \ ----� —moi - - = N 400 23400/ N A Mc Donald J) r ND PACIFIC R.R. w F 1-SE / I 1.5 SE i i U 23300 I / w Sleler, 6 i0 II / 2, 7 / CN 12 i 21820 N // z N 22054 w N ( w N 1.5•SE / ch 1 + ? M rn °) 1 1 2-SE • I 92020 + m 92020 2-SE a 92020 0 12-SE +• 1 20200 – — � _. _ _ � � I = _' 92045 U.1 Lu `n 1 1 13 f/ m Ln �17 z^�i O 5 '14 ��,a I� , po �� / N 20 0 N /Bassett ISE 22000 ISE I � 220003-SEM. � Jct. 220001 1r 1 N 22000 u o w 0 l N 1 ` rn \I l2 NF A fj O ON 22240 N o QSw 3.5-SE 2 N O 9 24 1 20 N 21 22 23 i t N T_ J 1 1\ 1 3. -SE c I "6 n600 E 21860 4-SE 1 4-SE 4 522300. -� 4-SE q =-r =-_m CAW N C 21860 \ 21 8 c , �pC,97lp�}/ yA / �/ 22600 v M N Y m J r/ ` 4.5-SE a) �N 25 3a, Ln 29\ 26 27 26 41 3C i - 23100 0 w \r�N N iE 5 SE 21994 -'5.SE l �I 5-SE 92010 92010 - fi 23100 ,n q21990, 1\ 5.5-SE R 36 c 31 1' 5.5SE '32 33 34 ��--� X36 c11111i 91. 22850 s t N M 6 SE _. 6-SE 6-SE p _ � 20100 c 22360 22360 2236p v 'l 6.5-SE 2i 2 N o 22440 92015 _ 92000 92000 TSE 22572 22460 �� Mallard r to Dr. N 7.5-SE v 7 8 % g %1022570 N 1 2 a N 22 20 w N °' I 8-SE O i 8-SE or 3. % (� Fvt) 1� -- - 22560 22560C N*' - o r� ? �-S�' V.NN N O Sado '-+'---' \"22720" ^� s 6 17 6 15 4 li 13 f 1 18�-- v Lake e8.5-SE .... r / u, \I