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16d <br /> 543I <br /> SUPERELEVATION AS DIRECTED BY ENGINEER A <br /> PACIFICCIFIC AVENUE UE <br /> ply "M !TATE PROJECT R R YEANO_. !MEETS <br /> Penetration Treatment 7 ICALIR I S 543(2) 1 18 28 <br /> Var. <br /> 24' 6' <br /> Est Wit , <br /> 12 0.334or.Untreated Var. 12 '° 1d' <br /> 25l U.R.B. 667"z Var.Untr¢a+¢d Rode Base Rock Base •667=Var.Untreat¢d Rock Base 25=Var.U.R.B. <br /> 3" ot 4 BARS EQUALLY SPACED r4 BARS EQUALLY SPACED <br /> 5' lass"C-Med' Seal Co <br /> try, I Var.SlopV r.Slo e 5 3 17-2Y 5y. <br /> o,• <br /> Note:Top of U.R.B. 3"Below 42"Imported Base°Material .42"ImporW Base Material •i yO� °t e• <br /> Note- Toe of U.R.B. 3"Below I = 1 <br /> Finished t Grade finished it Grade � � � � � � � �� 7'6' <br /> TYPICAL CROSS-SECTION - - -t- --r---I----f- 1---- - -- -- --I---1- II130'tMp <br /> STA. 13 8+ 00 TO STA 141 + 0 0 -- '. <br /> STA. 144400 TO STA. 145+ 90 — — — a• '"° '' <br /> SCALE I"-6' �+ 2'°","I <br /> NOTE: <br /> 1 MINIMUM CLEARANCE ON ALL STEEL REINF BARS <br /> Penetration Treatment ALL STEEL REINF. B1kRS='L4. <br /> Var. <br /> .667 xVar.Untreated Rock Bose <br /> Class"C-Med:Seal Coat <br /> 25'xVar,U.R.B. 12' I —12' .25"1 U.R.B. <br /> East 3' S' "65+ 5 3' SPECIAL HEADWALL STA 69+ 11 <br /> SCALE I"= 3' <br /> 42'Imported Base Notarial <br /> Note�TopofU.R$ 3"Below • <br /> � � Note:Top of U.R.B. 3'Below <br /> Finished t Grade Finished t Grade <br /> TYPICAL CROSS—SECTION *4 SALLY SPACED —� r—•4B,RS EQUALLYsPo <br /> — <br /> .� <br /> STA. 141 + 00 TO STA 144+ 00 <br /> e. <br /> SCALE I"= 6' <br /> 19 — 136CMP <br /> 4!lllllllllllIlll Var. <br /> I if <br /> .50"Untreated Rock T 1 <br /> + 1 6 • <br /> o <br /> Penetration Treatment Base with Ciass"C- I + — — — $ , • •" . <br /> W Medium Seal Coat <br /> e. .>. <br /> Var70el, 1115 <br /> - <br /> 6% 27. <br /> Existing Pavement NOTE: <br /> Embankment ! I"MINIMUM CLEARANCE ON ALL STEEL REINF. BARS <br /> ALL STEEL REINF BARS ' 04 <br /> TYPICAL CROSS—SECTION <br /> DETOUR LANE SPECIAL HEADWALL STA. 76 t 99 <br /> STA. 14 + 00 TO STA . 138 +00 SCALE 1 3" <br /> Scale 1"m6 <br /> ,e , ;d:, :a.. o. • o o ._.r..-:y . ,;o,; . . ; -, EX 5 ING Box CULVERT I EX ING HEADWALL TO BE REMOVED FWSN WITH DECK <br /> .4 ; ys•.• :..n� .•. p., n ,_ .. .a :•.. v:_. .a- .�-' . -� -.'-d , o - '' -- •- -• XISTIN6 CULVERT <br /> 1 T LV e 'f 1� <br /> , , .v -o' .,;3'..1 .:►_ : - - p' - Ir'''— E BOX C T <br /> 36 C.M.P. ' — <br /> Section `A-A" INSTALL 33 <br /> Bxi. '1 •Be <br /> 5" 3 ---.� -- - -- - - - - -- - - --- — <br /> ' I I <br /> Recess as Shown 1 — — sn— <br /> ° if <br /> I D.-D '.•a. v '; R'1' PoY¢mant . Slope <br /> ° .• v. \ 5" iZ <br /> 'D ° P y. , / tTa I •� :.As 4; e :. . D ` .A., p D. D , ° .4 4. ..•4,, <br /> i .�tp "A` '' ( 4-• ° d , 4.• iD. . ...'e , .• 0' ' <br /> -s .q P�'• a . ° °'o .;°• .'° '°`. Note <br /> A. <br /> ° I' MINIMUM CLEARANCE ON ALL STEEL REINF. BARS <br /> •°•.. e ° ° • .° •.• •.,•°- • °•` ° •�. .�,, .D• - ..a °r ALL STEEL REINF. BARS= *4 COUNTY OF SAN JOAQUIN <br /> rA <br /> __-----_ —. ._ <br /> County Englnear <br /> SPECIAL CULVERT CONNECTIONS STA. 76+99 Civil Engineer License No 104 <br /> i <br /> SCALE 1"= 3' <br /> Note-Adjust end spacing to provide <br /> Section"B-B` group of recesses adjacent to <br /> STATE OF CALIFORNIA <br /> Curb Return Section <br /> E3 ® ®.® ® ® ® ®® CURB DETAILS '--- - '-'" Dist.Enq,DistX <br /> to -- <br /> (NOT TO SCALE) CONSTRUCTION DETAILS a TYPICAL CROSSP- SECTIONS Approved ___---__ 1951 <br /> 4'10" 20 �I- 4=11) SCALE SHOWN <br /> Assistant StateHighwayEngineer <br /> Civil Engineer Licen *No. <br /> i <br /> Y ' I <br />