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q ~ FED. ROAD-I Ff? AID ~ FISCAL I SHEET TOTRI P ~ DIY. N0. STATE OJ. N0. YEAR I NG. ~ SNEfT SHEET TOTAL t NG. SHEETS;
_ + - : - STA.196+00 BEGINNING OF PROJECT 9 ' 0 Z / B WASH 5-0514h II ~ .5 - _ l j ~ w 3 ~ „ F A.S. PROJ. N0. S- 0974 (I) - -
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y ~ SITE ~ STA.231+00 END OF PR T.
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J ~ „y ~ ~ o,~ STA. 205+75T0212+45 BRIDGE / dy i 6 .r ~ ` W ~ h : NOT IN r ~ ~ o g~ ~ v °,o de oI h ~0,, , j . \ ~ / CLOD DIN THIS CONTRACT h ¢ , ~ rc~'~
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NO f~ O N NI ~5 i~' 0 i~ ~ J / N - lV' m 5.61 29 W , I ' h / ~ w~ / SCA..E ~ I'~=500 , •
s? 6=37°30' s ~ ~ - - _ ------,EG' ~ PIT N0. YSO TO ~ ,;,G~ J ti ~ o D°20o / p j - ~ ~ _ STA 231+00 2.OMILE8 ~ GO \ 2 ~ n 00' 2 i - - ~ ~ ~Pp`'
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V ~ Ue J° S' O~ Ue JU w }Oe 0 O° + F' OUr < ~ M° JO °J ~J°~" }°Q COUNTY ROAD PROJECT N0. 9~ . 9
r S° 2 e`y ry ° HADLOCK TO FORT FLAGLER ry e~ 02 °2 ti °r o ~e o" o o v 9 ~ Fc ~ ~ ~9,~ o? o° ~J ~ °r JQ O ro 1 U ° u ~ F.A.S. 974 R :
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' ~ y ° P ~ ~P tie y ~h ° ~ ° a a J 4 0 ~ , , y~ ~ y m ~ ~ y PORTAGE CANAL BRIDGE APPROACHE g' Q' c, ~ ti°,,o rv y 5 v ~o c h n" ~ Jr 4 ' ti' c° z" o°' / , ~ ~-I ~ ti° ~ °y ti c° °r y' ~ ,ce°y o,, ,P,y „,o JEFFERSON COUNTY WASH. , y Or ~O ~e: y v .l° ° ,~P ; U Cr aC L vP 4, ryU ve r O V ~ v o°+,.~i 'PROACHES iH.
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m 0~° ry SCALES HORIZ.I"°200 ~__1_Y-..~.~:.~:_'.~ _ VERT. I°~ 20' COUNTY ROAD ENGINEER - l iD ENGINEER/ d
1'HI~ I'kl~'I IIA~ Hh:F.N KEUUCF:II I Z,`.51 - APPROVED JANUAR'i L I?S.l_ Sal Barf Scr¢¢nadGr,Surf.4uootiil¢s P,¢vis¢d c. M, IANUARY l' 195.L
~ ~ ~ ~ , 2-5-51 LOTS 2t3 SECTION G 4 L0T2 S!C-I ADDED ADL - Y DATE REVISION BY z OARD CF C(J C~MMRS.
fEaa _ _ SHEET . QF. SHEETS CHAI AN, BOARD OF C . C~MMR ' . r -'--T--- - a4 ~ + ~
' ROADWAY SECTION q ROADWAY SECTION A , _ _ ~ STA. 196,00 TOSTA.205.75 LENGTH
S7AZ12+45TOSTA.231+00 MILE(PART)3~4 0.535MI CLEARING 2.3 ACRES CLEARING 3.4 ACR~5 LE CLEARING 57 ACRE
GRUBBING 2.3 AGREE GRUBBING 3.7 ACRE GRUBBING 1.4 ACRES UNCLASSIFIED EXCAVATION 14990 cusps.
COMMON TRENCH EXCAVATION 10 CU.YDS
' OVERHAUL 15.1 M. CU.YD, STA. STA.205+75 T0212+45 BRIDGE uNCLassIflED eoaaow 2s,37o curds. _ , NOT INCLUDED IN THIS CONTRACT OVERHAUL I I s,4sa cu.YO.sra
UnCLA551FIED BDRROW 26,370 CU,YDS, i0 n " ~ r m o ovERHauL Is.l M.cu.YO.sTA. 100 ~ ~o m m o, m ~ ~ o. r r r. r r r r r ; IOO STRUCTURE E%CAVATION 107 CU,YDS. o o SLOPE TREATMENT CLASS B 2,750 UN.FT.
- N V N Q7 N O) (~I Q/ 01 <J N n OfN i0 / ~ ~b ` N r O N N C 1(1 U1 N d In N O 01 O: ? i + 90... ( / 9O ~ w r r r r r r r r r r r J rn _ FINISHING ROADWAY 32 STAS 100 .0 SELECTED ROADWAY BORROW 28(u0 CU.YDS.
o, m m ~ ~ a o o - SCREENED GRAVEL SURFACING (FROM STKPL) 1,000 CU.YDS. N r 6TO~V•C. + + + 900~U,C. BO T R 7
8O ~ M o ~v + + WA E 5 M CAL. _ .-a._ w n N ~ ~n p0'I° ~ ~2. 200 V. 0°I0 m N - 150'VC. +24 4p0% a ,fin ml yi
, 70 n Y e 74 d, a a o ~ ~ SPECIAL WOOD GUTTER DES. N0.1 300 LIN.FT. r ~ 5263 ° °I° w ~ m ~ B" &T. COATED CORR. METAL PIPE TYPE 2 16 GAUGE 10 LIN.FT.
60 O ° 400'V.C. }A?g9 0 0 4 o m S)e ti 6O STD. REINFORCED CONC. CULV. PIPE IB° DIR. 240 LIN.FT. N 'R. w + ~ ~ 3 ~ STD. BEAM GUARD RAIL 725 LIN,FT.
V ij ~ m 20O'V,C. O REINF. CONC. RIGHT-OF-W Y M K O N p ~il ~ _ I 50 A AR ERS 20 ONLY 5O ~ Z F o "''r„`~•~.y q ~ HAND PLACED RIPRAP I CU.YD
~ O~ m 3 w ~ + .r' - 2 2 0 ^j Z REMDVE AND REPLACE WOVEN WIRE FENCE LUMP SUM ' a ~ o ? O ~ ~ b ~ ~ * 4O CONST. AND REMOVE TEMP. BARBED WIRE FENCE LUMP SUM
4 0 0. o a w u, n ~ e r N -i ~ o r- .3 r, O Q D) N ~ N J O `;^1 N IN q ~ V
30 cD~ ;n aa~ Wa• 30 • z~ N NW W NwW ~ ~ N r
Z O ROAD APPROACH RT. ROAD APPROACH LT. ROAD APPROACH RT. ~ a w ~`m W ROAD APPROACH RT. d ~ 2O 20 ~ -
W W m m O ' ~ 'B.B N.H.H.N. _ IO 10 _
~ EXCAV 20 CU, YpS. EMB. 900 CU. Y05. _ - ' - - - ' - ' - - EMB. •1570 CU.YDS. W + . S.R.B. 25 CU.YDS. O t0 S.RB. 25CU.YDS. 0.0 M.LL.W.
I DATUM O Q, SPILLWAY LEE'" O O B'BIT. T 0 R. METAL SPECIAL WOOD GUTTER ± - Q COA C R
/ - ~ PIPE TYPE 2 IB GAGE IG LIN F7 N _ 10 U1 pES.N0ILL 300 LIN.FT. ~ ~ IO STRUCTURE EXCAV 2 CU.Yps, Q
HAND PLacEO RIPRAP I cu.vo UL 290 CU.YD. STAS. OVERHAUL 7310 CU.YD. STAS, ~ -20 OVERHAUL : IIO 50 CU. YD. STA.. OVERHA -20 U.S.E. D.
S.R.B. d00 CU.YDS. S.R.B. 5~0 CU.YDS. S.R.B. T50 CU.YOS. SELECTED ROADWAY BORROW 1,100 CU.YDS.
UNCL.EXC.40 CU.YDS. UNCL. EXC. 700 CU.YDS. UNCL. EXC. 7,760 CU. YDS. UNCL. EXCAVATION 6,470 CU. YDS EMB. 180 CUYDS. EMBANKMENT 20340 CU.YDS. EMBANKMENT ?y960 CU.YDS. EMBANKMENT 8,460 CU.YDS.
196 7 8 9 200 I 2 3 4 5 6 7 8 9 210 I 2 3 4 5 6 7 B 9 220 I 2 3 4 5 6 7 8 9 2 30 I