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HomeMy WebLinkAboutSR 9 Forks to Bogachiel River & Bogachiel River to Hoh Riverm N N - 0 0 iLUQQ 00 Lu 36U + 0ad�� Of�0�0 11-0. OA 9 J � P Upr-..�h14'. � .j -ter -nn i-' u :,lu- '.1• } - — ,1 F • of c Grodc ROADWAY SECTION 's%a CRUSHED STONE SURFACING TYPE=A". Subqrad¢ to be excavated Z%4"below Profile, Grade oi- (L. Roadway to be widened and superelevotcd on Curves. See Standard Sheets 3" Top Course 4" Basic " 4" Subbase " 5to.3-70+00 to Sto.4BG+50 515+00 540+50 554+00 660+00 G92+00 ^ '780+5o SECTION "A• +fln +n S+a 29A+no Vorioble Z?-G to26'-6' - I --I3.-0.. Variable ZO• to 24' --__—Variable, _.—_—+•{� -_.. Vorioble -_. ---. I-OIIysOy 4 -- Profile Grade 1� ROADWAY SECTION s%A CRUSHED STONE SURFACING TYPE A. Subgrode to be cxcovat¢d Z%4 below Profile Grade at t-,. Roadwoy to be widened and superelsvoted on curves.Sce StandardShcets. 3" Top Course 4" Bo5e 4" Subbase „ 5ta.436+50 to Sta . 515+00 " 540+5o 554+oo rQGO+00 '+ G92+00 Y 1-1 - 0" IZ-0, ,< 13;-0" Vorioble .la 'Variable 0A8` �.. __._ , 9. 0. �.. 9-0, ,i-c,.G- 3o'i r-t aL0'-_ C1 Z, y4: 3'slope Y; z 4" d profile Grade ROADWAY SECTION _ �z S'Qpe CRUSHED STONE SURFACING TYPE ©. Subgradc to be excavated 1,2Z' below Profile Grade at c . Roadway to be widened and superelevated on Curves. See Stondord Sheets. 3" Top Course 4" Base 71 Sto. 349+50 to Sta.359+50 11 5G?+OO '• " 3G4+5o I 8-0, 6^6» 3.0- H `E_rofileGrade 1 V; ROADWAY SECTION CRUSHED STONE SURFACING 3" Base Course - t o. 9G+00 to S'a. 228+00 LENGTH. i 119nr, 1 l.. C+ c O Fnn 1,A.1 I SECTION �g� SUMMARY OF QUANTITIES. 39,1186I = 129 04TI Sto.349+50 to 3e-5+00 56235.8 = 10.651 " Sta. 355+00 to '72�O+S0 CRUSHED SURFACING STONE � CRUSHED STONE SURFACING o rn^ u L /� v T1 V U) d c� or o 0 4 o �N v� L jai U 0 a �,� P U as47 � CJ0 49 U 2a a U � v ,tea r r _ Cu.Yds. C.U.i'dS. Acres. Cv.Yds. Cu.Yd.Miles Cu.Yds. Cu.Yds. Cu.Yds. Cu.Yds. Cu.Yds SECTION "A- 1470 400 SECTION..B.. 0.30 52'70 4530 7330 12000 13040 1560 1920 NOTE••- Quan+ItIez of Keys+one and5creenin 5 ra4uired have been included'lntbe obove c�uan+ivies of Base Course. and Subbase Course, For Special F¢a+ures" sea "Special Provisions" To , n �a18'30Lm IQ CO + 7 G.11G8 II- V -- --- n. �� T. 128.3 FED. ROAD DIST.NO, STATE FED, AID. PROJ.NO. FISCAL YEAR SHEET. NO. TOTAL SHEE,-5 1 C BOGACHIEL RIVER' 54I I i 1 _ \ - 3'45 E. l. n �j a IR 21 92 9 / She `C • Ia c' �i 'ha4`Jo9, C. _ y4�o.16•oc 0 m * ;n "54612 E.Ia35'n'Ri T.Ig3.8 ' :.a7 1�I11 D.16"o0 I u- a 0 s� � _ y� d F • '"' o c 0 e � � 0 I I _ a MILE 7— PARTIAL Haul 140 CuYcI.Mileb Crushed Stone Surfacinq, Top Course 220 11 Base 3'70 " Filler 3o ^ •' Scale:- '.inches=1 Mile. QI \� n\ aIT 155a p 32'IB'R S.7-8,.e _9 0.1T.138.3 h � � N\ IO yy'si x\ N m U a 0 � � / / MENEM MENEM ME ME 3 / STATE ROAD NO J G FORKS TO BOGACHIEL RIVER & BOGACHIEL RIVER TO HOH RIVER CLALLAM & JEFFERSON COUNTIES � /� STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS OLYMPIA. WASHINGTON ' SCALE: HORIZ. 1 INCH 400 FT. VERT. 1 INCH 40 FT. APPROVED. JULY 9, 1929 i DIRE R OF HIGHWAYS SHEET 1 OF 3 SHEETS CONTRACT NUMBER TYPE OF CONSTRUCTION --- RESURFACING 6 SURFACING \WA 8>o,P• SUMMARY OF QUANTITIES sta. 9G+00 to SECT 1 O N . Len13, 00 L n. F t. moo• sta.228+00 "A" 2,500M i I Es. OJ / M Crushed Stone Surfocinq O / I B05c Top Course L. Covrs� in Stockpile / Cu.Yd 5. CU.Yd s. 2 PART 1 1 O \ 3 580 4 590 5 PART. 190 \, 6 400 X\ T0,TAL. 14.70 400 n u �t OGACHIEL R N e9l, Di W.W. M, 5t0.387+00 Stockpilz,70pCour9¢ 'G � - �. .. ,, „� �S 35e:.� - ..➢__—_ .� .. �.B S�e�yE _ f '� /.. V VI 1. \. 4 / ��/ FED. ROAD DIST. NO. STATE. FED. AID PQ0J. NO. FISCAL YEAR SHEET NO. TOTAL SHEETS. N K.12 VV. Vv. M/�- FED ROAD DIST. NO STATE FED. AID PROJ. NO. FISCAL YEAR. SNEti=T NO. TOTAL SHEETS c 0 N N 0) N V Y LY1 r C �..0 0 7 Q 4 d T r � 3 �w at /1 �, o.�o°° s 2 (21 0 3r 40 or N A i y. A65� \, ►ti \.' IS/ /� ^' t.,.. t 2• P ,51j•Z�e Q � � • 4 _ •E a- ^' 392p 198b / GCS ,v - r/ s I Stockpi le,Top Cour se sA ° N --� -- ---- ----� T _ _ I T_-� �-T I I , � I -►T 7 T� �_._.��-�---T---,-�---,---r----�7--I---�----,-=,-7-- T----r---�-,--,-- , i - � �. \ STA. 750+50 -- END OF PROJECT I END OF SECTION 05" STATE ROAD Iv0_9 FORKS TO E300ACHIEL RIVER 8c BOGACHIEL RIVER TO HOH RIVER ` Sta."755-FOO °o I �StocVp%Ie,TopCouT-�z CLALLAM & JEFFERSON COUNTIES Y', ) STATE OF WASHINGTON �o DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON L9• {'6 I Ec. ':., SCALE: HORIZ. i INCH 400 FT. VERT. I INCH 40 FT. AFPRCVEO: JULY 9, 1929 STA. 349+50 SUMMARY OF QUANTITIESLENGTH •� DIRECT CF MIGHWAYS TO _ ,v SECTION 43,03S.eFEE.T SHEET 3 OF SHEETS ____ 15I M 1 L E 5 CONTRACT _ _—_ —_ � .__ ._. _ .._ _..._ STA.-IBOi-SO Qw p v NUMBER 7YPE OF CONSTRUCTION--- RESURFACING 6 SURFACING —_I r nl 41 y I i } I HAUL ON CRUSHED STONE SURFACING ----- 5 In T-.. _ - l __- _. _..__._�.__ .. — __A.4J_ _.-- CLEARING SHOULDERS SNoutDeas TOP BASE SUBBASE TOP MILE 15 PART, r - &FILLER I E COURSE COURSE- Ins O�KPI E RIS FILLER LE COURs oc�n R co''n Acrea Cu.Yds. CuYd.Mil¢s. Cu Yds. Cu.Yds. Cu.Yds. Cu,Yds. Cu.Yds, ----. __ O-1 s¢O e�YB�. t-._._ _—.� - -- --� _hovldcrs 0.05 Arm 5 a:75 +oo t-- �- _ - sao C1.Yds _- STA,349150T0 STA.388i-00 NON FED. AID L¢nc+h 3,849,E Ft.=O 29M+lea - C�cari q 0. S Aci a _ f aul 750 CuYcMile - Cr'u� ¢SSurfan cin9,pTXo�pi Cour,. s¢60 C�Yds P�r�) -- 140 22 1230 Subbo5e 1350 „ B�Pgr}) 0.05 230 — 30 330 310 510 580 '10 80 9 Tcp Cou+-se in StocI(pIIC. I GO + r F Ie, SUBTOTAL 0.05 230 4?O 530 880 580 70 1 1 O o s.� I �7A.388i-00 TO STA.780+50 F.A.N° 170-A. Non Porticipatl •Len tb 39 1br,.IFt• = -7A'L2 M'I Ies - - � � BN OF ,-ORE9T P p,JFCT TO NON RSV I - =C 440 G30 590 9'70 1050 130 IGO A --. — C 9 680 •720 940 1 540 1'120 200 250 I S_T 7Ct50 ND OF� ROL^__E_ 10 0.05 6'70 450 910 14 3�0 - 90 1G70 200 240 _ .�.-- 680 190 890 1 460 1 630 200 240 1 0.05 12 0.05 680 I80 900 1480 1660 400 240 _. I I — 13 6?O 430 900 1460 1640 I I I -- ._ �.. �— _—r-- 240 540 ��.Yds. _ - -- Q /� 14 0.05 680 •71O 91O 1490 1680 200 240 _..Lu 1. tvh!_ ..._ -- - — { — - 50 :Yc�J.1Nillcs O i { j -- f" 15(Par�) 0.05 540 0750 ?60 1230 1580 160 200 -- $ i__...._ I _ _._._.__...�_—...! SUBTOTAL 0.25 5040 4000 C6800 1 1 12-0 12.460 1490 1 810 6 8 '150 Z 4 G 8 '760 2 4 G b ':c 2 4 G E idC _ a.. TOTALS 0.30 5270 4530 '7330 12,000 13.040 1560 1920 �. _