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0'-0" <br />3ud SidewalK 1224.' <br />2 % _ . Broom finish .._ � ig11b � :I�ZRETIlRNS I'ti <br />slope = f —� Rvrliontal Line-* <br />'f''�'v'r_�_��,�i,��,cyr 1v • 6 • � � ,� ' ° ' q -� 4:• q�-o •�', � `°•' A �•: ° , ��o <br />— 3" Sand Cushion <br />after Full Compaction <br />Use V Diu. x 24■' Steel Dowel Rods spaced tit" G.C. <br />Greased and Well Wrapped. Expansion Joints spaced <br />60■ O.C. Expansion Joints at B.C. C E.C. of all curves. <br />CONCRETE CURB. GUTTER & SIDEWALK <br />Scale= 1 = 1 <br />STA. to STA. LOCATION L.F <br />343+25 346 * 14 [?'Rt 289' <br />1`-9$" Post spacing see structures below <br />Approx. <- f post bolt holes <br />34 ti <br />i � f• <br />4� <br />-�- r ••` <br />6�rW 15.5' <br />a 11 ��11 <br />1 i i I Note: Extend <br />rail onto shoulder <br />1 i 1 i j l if structure does <br />l i i I not accommodate <br />156"unit length. <br />L_i;—a I <br />"' 14"spl ice baits <br />8 per Joint. <br />Lapin di yeetion <br />of tra€f ic. <br />12�e.. <br />41,4" 2.■ <br />C�f Poslbo t sl I} <br />ELEVATION OF RAIL SPLICE <br />Scale= 2"= I' <br />___j CROSS SECTION THROUGH <br />12" Round hole. Set post <br />in posifion and fill with RAIL SPLICE <br />Class C Pee. <br />ELEVATION <br />END POST ON SHOULDER <br />1.5'PM.S. DIKE 4.0'Plant Mixed Surfaced Shoulder <br />■ m � <br />rO.5 6C) 0 <br />ff 2 % <br />DIKES <br />PLANT MIX SURFACING <br />(as directed ey Ergineer) <br />Scale. I" = I' <br />STA, to <br />STA. <br />LOCATION <br />L.F. <br />325+ 50 <br />329+06 <br />161-f•ER# <br />712' <br />330+81 <br />333+88 <br />Lt. ERt. <br />614.' <br />341+• 00 <br />342+55 <br />16'Rt <br />?2 1' <br />34l + 80 <br />344+'00 <br />161f. <br />233' <br />342+90 <br />343+25 <br />19'Rt. <br />100' <br />Tota 1 = <br />1880' <br />Cast Iron brill 20" -� <br />Frame a:MEMO <br />A 4 <br />a d a A'. d Some as Typ¢T <br />a Sec.CG shown abovi <br />'+ C <br />• .g <br />L1 <br />a I a <br />a a <br />I I <br />3�2ir d <br />��cv I-3„bo4 (2 <br />T i washer tack <br />N Weld 4 �' a weld to bolts <br />� x � <br />pads �4"r l 3" bolt <br />(land) <br />Cut washer - <br />SECTION C-C <br />TYPE T <br />2 Y3 2 <br />-q/4�xM <br />sloted holes <br />C) <br />a <br />a <br />Lei <br />ALP] <br />P� <br />,»kn <br />' <br />} Grout <br />`D <br />o <br />2C <br />1'; I■3"bolt (Uotal) <br />Gnash <br />zo <br />a <br />�' washer tack wall to bolts <br />Zx <br />�, <br />Drill for 3/4' hex <br />o• P A <br />tin <br />Hd.M.Bolt W/exp. <br />�•Q, �. <br />shield anchor <br />;� a ri <br />1'9 <br />' <br />(l <br />� v <br />ttis <br />cv <br />n .� <br />nl ) <br />O <br />• 4• <br />•A. <br />p• A ❑ <br />•v- .p <br />• .•� •q� <br />am <br />n <br />ll <br />}� <br />IJ <br />cr) <br />r� <br />p• bra <br />. p <br />d a <br />d <br />' V_ <br />SECTION <br />D-D <br />..4 <br />SidawalI <br />C <br />D <br />TYPE U <br />Scale=.3/4'-V <br />Culvert Sta. <br />TYPE <br />NoRE . <br />a <br />79+96 Lt only <br />T <br />1 <br />E-3`' <br />79+ 96 Rt one <br />U <br />1 <br />6' 3' <br />163+?0 Rt only <br />T <br />I <br />fi=3"' <br />RAIL POSTS FOR EXISTING STRUCTURES <br />A B , a a <br />Face to face of rail Ilow 3! - <br />r'I8 Bolt a I a <br />s (I only) <br />fr, ,c ,. <br />U-, y 3 <br />�' 3 Iok"rod (Tota12) 3 <br />t v, End of rods need co n <br />TO be galvanized-)23 <br />d ' a' !i !1 a •o - cn <br />8 16r t3, pp p �. A 011 -6'Rod <br />. '�'�: f .a . �� Keyed Const Jt (� rota 1} _ �a 4• <br />enfG- •^�� ya'x2P'mtl[ldthebrd <br />wash Q o°4A <br />SECTION r dp' <br />CL <br />'1J'Zf4 wase <br />:� o.p. ,�. o e4xi-0 belt <br />_ tack weld to bolts. _ v, Ion�]1 a 6: SECTION B-B <br />SECTION A -A %x1'0"bolt(Ian!y) Sidowall <br />� A B <br />CATCH BASIN TYPE V TYPE R " , TYPE S <br />Scale: 314 = ! <br />Scale= 3/4°-1" Notes: All structures require End <br />Pests (4 to a Sta). All anchor bolts to <br />l L �13' r'Uc' �l�E' � ���� E'K" �:,q&/9V • have hex nuts. provide ID& washers <br />G4'f� ,F,d51� z7t Sfaf,1�,.n 0.0 for top anchor bolts. Weld 4" pads <br />on 111E posts when using 1 4"anchor bolts. <br />Contractor to provide suitable metal shims <br />to align posts. Space pasts to claor <br />� n N S T R U � TIn N !J E TA I �, c expansion joints bry 1=0'min. #ate post. <br />C <br />See Special Provisions For rail element <br />I a a I a <br />a Note : See Standard # <br />Pomp et8 Railing to <br />Multiple spar: Culvert <br />far,D¢tails <br />�n <br />All parts to be galvanized after <br />fabrication. <br />SCALES AS NOTED RAIL POSTS FOR STRUCTURE EXTE SI <br />Culvert Sta. <br />TYPE <br />ND.REQ. <br />o <br />134+ 24 Lt E Rt <br />S <br />I O <br />1= <br />144 + 17 Lt, E Rt. <br />S <br />12 <br />6-Y <br />163+ 70 LT Only . <br />R <br />1 <br />6-3. <br />194+ 23 Lt. C Rt. <br />R <br />2 <br />G' <br />245+21 Lt E Rt <br />V <br />4 <br />6'3 <br />263+95 Lt E Rt <br />S- <br />8 <br />6-S <br />26 a <br />FIELD <br />ENTRANCES <br />0.33 U.B. WITH <br />PENETRATION TREATMENT <br />STATION <br />LOCATION <br />0+00 <br />Rt. <br />25+69 <br />R t; <br />40+45 <br />R t. <br />4 0+99 <br />R t. <br />47+62 <br />R t <br />47+97 <br />Rt. <br />65+76 <br />Lt. <br />66+25 <br />Lt <br />66+28 <br />Rt <br />74+35 <br />Rt <br />80+10 <br />R t. <br />103+81 <br />Cattle Chute Lt: <br />105+73 <br />R t <br />Ids+84 <br />Lt <br />116+87 <br />Lt. <br />125+ 28 <br />R t. <br />131+20 <br />Cattlt Chute Lt. <br />132+2 3 <br />R t. <br />132+52 <br />Lt. <br />135+42 <br />Lt. <br />147+09 <br />Rt. <br />150+90 <br />Lt <br />151+12 <br />Lt <br />170+54 <br />Rt. <br />172+33 <br />Lt. <br />18?+15 <br />Rt <br />187+51 <br />Lt. <br />187+77 <br />Rt. <br />193468 <br />Rt' <br />193+96 <br />Lt. <br />213460 <br />Lt. <br />214+32 <br />Lt. <br />232+46 <br />Lt <br />232462 <br />Rt. <br />232+?8 <br />Rt <br />251 +48 <br />Lt. <br />252+81 <br />Rt <br />2?3+49 <br />Rt. <br />2?6+87 <br />Rt. <br />277+06 <br />Rt. <br />285+11 <br />Lt <br />293+49 <br />Pt. <br />296+02 <br />Lt. <br />299+83 <br />Lt: <br />300+45 <br />Pt. <br />302+62 <br />Lt <br />319 + 66 <br />Rt <br />FIELD ENTRANCES (ConfinLed) <br />STATION LOCATION <br />319+?0 Lt. <br />328+32 Rt- <br />328+82 Lt <br />332+23 Lt <br />336+72 Rt. <br />Total 52 Field Entrances <br />PRIVATE DRIVEWAYS <br />0.08' <br />P. M.S. over 0.33'UB. <br />STATION <br />LOCATION <br />0+86 <br />Lt. <br />2+95 <br />Ped. Wa1K <br />Lt. <br />3+4 3 <br />Lt. <br />21+2G <br />Lt. <br />31+73 <br />Lt. <br />33,&85 <br />Rt. <br />35+42 <br />Rt. <br />38+38 <br />Lt <br />42+44 <br />Lt. <br />42+49 <br />Rt. <br />42+89 <br />Lt. <br />53+ 04 <br />Lt <br />58437 <br />Lt. <br />73+96 <br />Lt. <br />74+88 <br />Lt. <br />90+08 <br />Lt. <br />145+71 <br />Lt. <br />148+6B <br />Lt <br />149+26 <br />Ped. WQI K <br />Lt. <br />149439 <br />Pled. WalK <br />Lt. <br />151 +03 <br />1-t. <br />15 5+ 72 <br />L t. <br />156+ 29 <br />Lt <br />16'5+ 74 <br />Lt <br />166+50 <br />Lt. <br />170+03 <br />Ped.WaiK <br />Lt. <br />170+52 <br />Lt. <br />214+12 <br />Rt. <br />2?2+ 28 <br />Lt. <br />273+48 <br />Lt. <br />2 85+88 <br />Lt. <br />28.7+10 <br />Lt. <br />288+00 <br />Lt <br />293+40 <br />Lt. <br />2971-32 <br />Barn Ent. <br />Lt. <br />297499 <br />Lt. <br />298+54 <br />Red- WalK <br />Lt. <br />298+80 <br />Lt. <br />__ST1 iCT UR.E__--_EXTE•N'SION- .S-_-- <br />N I)CZSTATION <br />} <br />DESCRIPTION OF WORK <br />v' <br />" <br />" <br />V V <br />L7 W <br />sr1 m <br />aw <br />79 95 <br />ing dt��n d Lfle Rf is 2 8" dock. <br />xis csslver place.IV of yua past above <br />See posf mounting detail Existing Structure, <br />72 26 <br />72l4 <br />222 <br />87 <br />1344?4 <br />. Zxtend culvert to 17' Lf. E Rt of Construction E. Extend 6'-7t Lf e S�II* Rf with <br />�� <br />E4 <br />= <br />1�xLi- 8 M-R.C.T.8. cut gr� „(Modify span length to 9=2" to conform with exist. <br />structure.) Consf: Sid-t high Type A 70° flared wing headwalls. Lcngfh of wall <br />is 6'0'' Pour 6" thick slab under existing span reinforced with 6736'wire mash <br />f0ga. Top of guard posf 0.6 Rf is 2' 2"above dock. Rarnova existing head wolls <br />one roof balow sub grade. Sea Sfrucfura Exfansion. <br />W`66342 <br />172 <br />T <br />+ <br />144• l7 <br />,,. �; <br />Lv , Extend culvert to II' l.t. �' Rf. cf Construction �'. Extend 10=5# Lf 1� 3�T'■Rt: with <br />� <br />;� <br />RC.TB. Culvert span length to 9'0"to conform wn'th axisf: <br />„(Modify <br />sfrucfura.) Con st 5fd: 7!'t;h Typa A with 17° flared wing headwall. Langfh of <br />wall is 9'-0' Pour G" thick slab under existing spars re in Forced wifh B rG"plain <br />wire mash 109a. Top of guard posf LtF Rf. is 2-'1" above deck. Approximota skew <br />is25° Remova existing headwalls one Foot below sub grade. See Structure l=xlension. <br />7. 5W <br />1032 <br />9.V <br />- 16347a <br />Extend culvarf to 18'7"Lt of Construction 9. Extend 13'-11. Lt with Ri. OK in <br />=F <br />mo <br />=W <br />__2= <br />place.. Extend Lt with 4'r2'-B-X--R.0 D.B. culvert (Confrom to grade a cross slope - <br />wish bottom slab ofexisting culvert.) Tap of guard post it a Rt is Zf r'above deck. <br />Remove existheadwalls one foot below sub groda-0 41, See Exten. 6' Exist daFjpk' <br />194+23 <br />Extend culverh'to l7 Lf: Ctfit of Canstr�►cfion �lxtc4rrd 5-10s rt4-l: RFh 4 rP- <br />-9:` <br />9-11-R.C.D S. culvert. (Conform fa grade E' cross slop¢ with bottom slab of existing <br />cufvarf) Top of guard post Lt 6 Rt. is 2'1" above deck. Remove existing headwalls <br />one Foot below sub grade. See Structure Extension. <br />245+Zl <br />Extend culvert to 17'Lf E Rt of Cons frucfion 0. Extend Lf 6' 4-51 In. with 6+3= <br />a <br />8 YI-R.CD B. culvert. Consfruct VOS high Type A wing headwalls. Flare 45° <br />and length of wall is 6=6" Pour 6" highxl2"wide parapet at sides of top slab. <br />Povr 6" thick slab uder axisting span reinforced wifh 06" plain wire mash 109a. <br />Top of guard post Lf E Rt is Z'B" above deck. Remove exishnq head weIts one <br />foof below sub grade. Sae Structure Extansion. <br />17 <br />87 <br />7415 <br />76 <br />293#95 <br />EXfand culvert to 17' Lt a Rf. of Construction Z-, Exiand 6-'7:t Lf e T 4' Rf. with <br />:-.T- <br />&V2 <br />4* <br />I04'-8-Yf-R.C.D.BGCv)vert. (Modify span langfh to 9'2"to conform with exisfing strut <br />fura) Const Sid, 4'h�h Type A 70° flared wing headwalls. Length of wall is 6-G" <br />Pour 6" thick slab under existing span reinforced wifh 6"=6"plain wire mash laga. Top of <br />38� <br />-3V <br />a*j <br />guard post' tf:6 Rt. is 2'-2"above deck. Remove exist headwaIts one foot below sub grade. <br />C.Y. <br />LBS. <br />C,Y. <br />C.Y. <br />Sae Structvre Exfension. TOTAL <br />16W <br />—1960_m <br />=292 <br />X-SJ-FAS 1294 <br />ESCALO,N BELLOTA ROAD <br />FED. ROAD <br />DIV. NO. <br />STATE <br />PROJECT NO. <br />FISCAL <br />YEAR <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />7 <br />CALIF <br />I S- 1294(1) <br />1 1959 <br />1 1fi <br />2'ro <br />COUNTY F AN UIN <br />• County Road Commissioner <br />Civil Engineer License N . 77 <br />STATE OF CALIFORNIA <br />"i—t- <br />Approved hJ12-�,— 1959 <br />L-:ginee ! 17asign <br />Civil Engineer License No. 5630 <br />PRIVATE <br />DRIVEWAYS <br />(Continued) <br />STATION <br />LOCATION <br />306+82 <br />Lt <br />308+09 <br />Lt. <br />322+65 <br />Cernetary <br />Lt. <br />334+15 <br />Rt. <br />335+71 <br />Lt. <br />337+20 <br />Lt. <br />337+38 <br />Rt. <br />338* 13 <br />Rt. <br />338+56 <br />Lt. <br />338+82 <br />Lt. <br />341+62 <br />Lt. <br />3434.65 <br />Ped. WaIK <br />Rt. <br />344+05 <br />Rt: <br />344+39 <br />Ped. Walls <br />Rt. <br />344+67 <br />Rf, <br />345+ 52 <br />Rt. <br />Tota 154 <br />Private Drivaways <br />CLEARING 9 GRUBBING <br />Station 0+00 To Station 346;17 <br />FINISHING ROADWAY <br />Station 0+40 To Station 346+'17 <br />PUBLIC <br />ROAD CONNECTION <br />(0.17' P. M.S. over <br />0.500 U.B.) <br />STATION <br />ROAD <br />Tons-U.B. Tons-P.M.S. <br />26+6? <br />EDWARDS <br />82 <br />29 <br />52+90 <br />DROGE <br />62 <br />29 <br />79+36 <br />DODDS <br />82 <br />29 <br />132+29 <br />SKIFF <br />62 <br />29 <br />187+51 <br />CARTER <br />82 <br />29 <br />214+00 <br />GAWNE <br />62 <br />29 <br />342+71 <br />ELM Sir <br />94 <br />32 <br />REMOVE PGC. STRUCTURE <br />STATION C.Y. OBJECT LOCATION <br />32+56 <br />4 <br />Arch CuIvey f C Hdws. <br />X Dr. <br />52+71 <br />1 <br />Headwall <br />351t. <br />53+01 <br />2 <br />Headwalls <br />291:1162'Lt. <br />53+04 <br />l <br />Headwall <br />18f lt. <br />61+56 <br />1 <br />Culvert C Hdws, <br />x-Dr. <br />64+90 <br />1 <br />Culvert C Hdws. <br />x Dr. <br />70+59 <br />1 <br />Culvert C Hdws. <br />x Dr. <br />87+83 <br />? <br />Box Culverf E Hdws. <br />X Dr. <br />110+78 <br />3 <br />Arch Culvert E Hdws. <br />Y-Dr. <br />114+02 <br />3 <br />Arch Culvert C Hdws. <br />X�,Dr. <br />123+84 <br />3 <br />Arch Culvert C Hdws. <br />X Dr. <br />153+67 <br />3 <br />Arch Culvert C Hdws. <br />](-Dr. <br />172+59 <br />3 <br />Arch Culvert E Hdws. <br />X Or. <br />184+24 <br />3 <br />Arch Culvert E Hdws. <br />x ar. <br />200+97 <br />3 <br />Arch Culvert 9 Hdws. <br />X-Dr. <br />215+33 <br />3 <br />Arch Culvert C Hdws. <br />X Dr. <br />226+02 <br />3 <br />Arch Culvert E Hdws. <br />X-Dr. <br />306+46 <br />3 <br />Arch Culvert EHdws. <br />X-Dr. <br />313+78 <br />3 <br />Arch Culvert C Hdws. <br />X Dr. <br />345+-58 to Sta.346+14 5idewolK(2CY)19■Rf. Remow-fairH• <br />DOWN <br />DRAINS <br />PLANT MIX <br />SURFACING <br />(as directed <br />by Enginiaer ) <br />5tctian <br />Location <br />325 +50 <br />Lt$ Rt <br />328 +4 3 <br />Rt. <br />328+90 <br />Lt. <br />330#-91 <br />0 R} <br />332405 <br />Lt. <br />3'33+88 <br />Lit Rt. <br />