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HomeMy WebLinkAbout193814-S INDEX OF SHEETS APPLICABLE STANDARD PLANS Sheet No. I Locotic:1 MOP,Typical Cross Sections and Quantity Summonea A79-6 0 ES-'5C 2 Inductive LoopDetactors ES-IA ES-5C •• ES-18 ES-8 3-4 Povement Markers „ •• 5 F.tiwGndo Wash Bridge-Palling Plan - _',`•�^�.�(�M`""'T`"` 6-8- Special Details 1 0.09` Aeplw!t Concrete (Ty + 81 ---'— -- - '7 1971 �,a jron. m z — � ...Existing Pavement _ If 15) (Hcvan Avenue) Post Mile 7.3 to Post Milo 9.6 (0.24 mi. W. of Jet. Rte (0.04 mi.E of Jct. Rte 15) Post Mile 9.8 to Post Mile 14.0 (Catowbo Avenue) (Map'* Avenue) Post Mile 17.1 to Post Mile 18.4 (50' W. of Railroad Spur)(Cactus Ave) LOCATION OF WORK — 0.05' Asphalt Contrite(Type B)— --. _ \Exceptions: 4.2/7.3 s 40/17.1 Lake .Fxisting Pavement I � Crestli189 rrowhead I evore I- 24 Vac 2'-14' 24' I,. 5 -.� 194 18 Running 15 206 330 Springs (Jot. Rte 83) Post Mils 2.8 to Post Mile 4.2 (Red Hill Country Club Drive) 30 RIAL TYPICAL CROSS SECTIONS 66 rONTANAU SAN BER A_NDINO 38 SCALE� I" 10 C TO REMAND Menton --ONTARIO 395 10 0C NO 5 =A� "End. A C 15 6 0' 50' Pavng -� 83 194 60 METAL . BEAM GUARD RAILING (WOOD POST) 31 RIVERSIDE CABLE ANCHOR ASSEMBLY 142 LOCATION DESCRIPTION LENGTH(LF) (Breakaway, Type A) (EA) NORCO Edgemon OSunnymead P.M. 10.87 West Bridge Approach 70 1 EAST CUCAMONGA SPUR GRADE CROSSING BR N0. 54-379 Type 1 Flare 1 Perris P.M. 8.33 No Scale �ke 395 _/'{Lake CORON \ n Mathews 15 / LOCA-TION MAP N _ NO SCALE -•- Return (QUANTITIES LENGTH OF PROJECT = 9.2 Mi,-;S s Aggregate(Type B Asphalt Concrete) 21,500 Tons STATE OF CAUFOPNIA Paving Asphalt(Asphalt Concrete) 1,140 Tons BUSINESS AND TRANSPORTATION AGENCY fi• Asphaltic Emuision(Poini Binder) 108 Tons DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY PUBLIC ROAD CONNECTIONS IN SAN BERNARDINO COUNTY (Approx. 50 Each) No Scale IN AND NEAR UPLAND, FONTANA NOTE:: Dimensions ore subject to tolerances specified AND RIALTO FROM ROUTE 83 TO in the Standard Specifications. Taper for 50' LEGEND to a limits. CACTUS AVENUE minimum practical thickness of resurfacing �� Limits of Surfacing ` (PORTIONS) Taper & Feather to moteh existing _g 'J AS BU � LI '- �2 - ` `" to be supplemented by Standard Plans dated March, 1977 u,) c:luuECI.ONG THIS ,t:c'61. Contract No. 08-193$!4 - 08204 - 193811- Of 93811-Ot IGINAL SCALE IS IN Ir:C,ICS <f ./'�Ppl ntA SrLr( rr Li,IrnNIG •41 N, (ter(.. r - 2 SO V I 1.11 �— Art ja r C W o n u, »� ��} dl� I I A 1 I I I I I I I , ...,r.. � .. .... Int' Z`� .... ., ,. •I - - ! . � 0.111" QI , M�� 1/6 Tolerance 33/16 Nom. f 146 27"t REGISkERD CIVIL GINEERNC11210 IA 0,111" 00.111" APPROVED SeptemberlE,1977 -'_ � rA -� Nom. E12- "La Nom. 21/4° 81PL" . - 17 :4, 24A rox, 15/Ifi'R 21/4' 81/2' 61/4" R=I„to 21/2" 2„ 4 II a '���. 2'-6" Slotted holes I N a 'FSym.about C_ ® m - E Slotted g o T------- -_`P_' holes N — N a 0.111" Toejail with I-16d gat nail � ONom. on each side of the block Same as roil Slotted holes $21x 11�II 00,111" R=I"to 21/2' element Section Flat plate washer Nom. SECTION TH R U _ RETURN SECTION TERMINAL SECTION TERMINAL SECTION RAIL ELEMENT Cut steel washer - - - ti .� Ground Line or p TYPE IIA'I TYPE II B" 5/g'"Carriage bolt . Shoulder Surfacing D with hex nut _ under railing _4 6"x 8"x I'-2"D.F. � 1, 121/21 „ I N N II 11 Block r 8,1 1 2 41/4 41 19 I� I,� 3/16 or 0.183 o n CL Po IF it Plate - -rn � 15As'Dia.x /Is deep recess Post .t slot 611x8"x 5'-4°'D.F. one or both sides 116 -� Post 5 I ' ' ►- = /16 j- 3h6 3/4'x2I/'Slot M Post spacing 6'-3" C to C. -•11 ' 29/3z x I 1/g'slats LINE POSTS T ,( 311 5/g'xIU4'Button head oval shoulder bolts with 11/4 recessed hex nuts-Total:8 per 11/4 I 15161 splice and 4 per terminal section FLAT PLATE WASHER NOTES Lap in direction of traffic. I. For end anchorage details see Standard Plan A77-D.W , A79-C, A79-1). 5/ " RAIL SPLICE 2. Terminal sections will not be installed on 5/8' qS RECESS NUT 8 ¢S BUTTON HEAD BOLT 6"x8"Block between post and rail the trailing end of guard rail placed adjacent to one-way roadways. on all posts Rail 6'-3" t Post bolt,lot Splice 1 c c Imp in direction of traffic OD Traffic iA N <:= Traffic , 1 OD �� �' N CJ 6" 0 6"x 8"D.F.Post �—J NOTE: This plan sheet surpersedes pion sheet A77-C.8VV PLAN ELEVATION page 28 of the Standard Plans dated March,1977. AS BUILT SPECIAL DETAII-S BY %...5 :.r�- WOOD POST NO CORRECTIONS THIS SLIGET METAL BEAM GUARD RAILING SDA77—C.9W All 9//6/77-0.%11"was 0.108" _ 1 HEREBY CERTIFY THAT THIS ISA TRUE ANO ACCURATE COPY OF TP.E AEWVC OOCU:AENT TAKEN A S BUILT PLANS UNDER MY DIRECTy N AND CONTROL ON THIS DATE IN SACRAAeEMO.CAUrO L�1A PURSU NT TO - AUTHORIZATION BY THE DIRECTOR OF TRANSPORT 1TIOtJ•^�� ._..— �/� a,Gl,/E 17 % Contract No. Date Completed Document No. Z-,31419 SCALE 1�=20 NICROEIVd-STATC OF CALIFORNIA-OE PARTAICNT OF TPAhSP�iAT12 CROFIL,d LE 300 SCALE f•c 50 NICROEILM-STATE OF CALIFORNIA-pEPARTNENT OE TRAN9PORT;JpN WCROFILM 600 SCALE 1 50 0 50 I I 50 i0 20 L;.CW r0 60 90 0 200 400 s0 500 e0 700 II 20 I <I I I To 80 90 0 20 JI A� I ao ro w �o 100 3�' S0 I.. 50 I. 1 - I I I I so I al I I 1 I 1 -- SCALE 1 aD wrncnu.+-.,Au ar GY,IFORNI- D PARTMENT R46:PCR:A:NN-R2POFt-u LE C-AO 600 N--- L" STA C OF CFL FORN A OL ART1dCNT OF TRANSPORTA110N 61 CROFILM SCALC ID 0 1 100 160 O 100 3a0 AVD 20 40 fi0 fi0 SCALC I•-10• Or I a 100 0 100 I I '0 AO W 60 20 AO OC 80 �� 20 AO AO SO I 2I AI W 80 .10 AI 80 60 0 �� I I I 21 I I I gl I � I I 21 I I I AI � AI 1 1 1 1 1 1 I I I I I I � "-W-1.�a4aJ. I�IR - ..< 1 12 Ihf"1"Pna.+1 Fe61-11al-y 27, /976 _ Scale: 1"=50' _ M 1 30' 30' rz W ;ol AB Reerove and dispose of Pull Boxes - Z BC Salvage Conductors -- z .. a U AC Curb AC U _ R/W a _ J AG U AC Parking 3„ R/YI 41' Stripe_ — v-I DLC — — _ — — ❑ —��_ G ,— _ 311 N - -� `.-30.i1 425 ED---------- ROUTE 66 2D(C Io IS' I �T0 �`— --�— -- - --� IO I FOOTHILL BOULEVARD — _ -- ---Eo 425' a i 2 DLC ————'�— —�---R/W -- — — kZO2 DLG 3 - — 3 1 DLC 4„ ;St o; --_---- EO--r----------- ---- 3T—= ----' R/W --- - 4 DLC .3 1 I .— BC 4 I _ - AB Remove and dispose —'t — of Pull Boxes Salvage Conductors Signal Service I z U I w i NOTES II I❑ Existing Pressure Detectors. X30' 30'14 Remove and dispose of Contact Units and fill voids with Asphalt Concrete. 0 1nstol1 6'x 6' LOOPS ❑3 Remove and salvage Pressure Detector Conductors. Install LOOP Detector Lead-in Cable(s). ® Existing Controller Assembly. Install four Loop Sensor Units. 5. —G—Gas Lines plotted from Company ,,As Built" Plan I INDUCTIVE LOOP OETECfORS ;OOTHILL Btj6LE-'+ARD AT ETIWANDA AVENUE NOTE: This Plan accurate for ELECTRICAL WORK Oniy. A S, E:-'LJ I LT NO CORREC-iQNS THIS SWEE1 5 1 FOR RCG UCED Rn.Al15 ORIGINAL SCALE IS NI I'ICHCS I BUILT PLANS I HEREBY CERTIFY THAT 7H3 LSA TRUEANS DATURA TE COPY OF THE ABOVE DOCUL ENT TAKEN A LANDER MY DIRECTION AND CO TOOL a?l TH S DATE IN SACRA1lENT0.CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION. - f ®- [contract No. �;.�'i2:f � Date Completed--- - Document No. , ua3JGd t SCALE I 20' MICROFILM-6TATE OF CAUF09NIA-DEPARTMENT OF 200 CROG1LfE SCALE "=2� - 300 MICROFILM-STATE OF CALIFORNIA-CEPMTMENT Oi iRAN4PoRTATION-MICROFILM 600 SCALE 1'=50 0 50 100 50 IO 20 70 40 60 70 60 SCALE I"-50 200 400 50C 700 II 2I 3I 41 1 I 1 50 0 I� - '+� .so 50 I I 1 I II 21 I 41 1 I - TI 61 SI MICROFILM SrArC OF CA FOPII 0 AARTMENT OF'i:.M1SPatiAirTN-MI/POFiLM S,CLE 'O 600 50 50 SC LC I'=IO w ""'Do' SCALE i'= 40' 300 400 5C^•... M ICROrILM-STATC OF LA -OEPAF TMLNr OF 1'kAHSPORTAl10I CROFILM 150 0 IDD 2W110 20 ef• 6O SCALE I":l0' i':1000ED 40 I I I I I I 1 I I I I 1 I I I I I I I I I 1 I 41 I I� 0 IO 20 30 —I , - 1 I 1 7i � 1 I 91 I I 11 I 21 I 1 1 1 I , Ob CENTERLINES AND LANELINES 78__ _ i �� 1y 4 , 48' 12' _ I ' _—_ -,__ rauTIc Ptylc 6'91\Dy 12 18' .i I ' loss e..el....n.n f,vll male•-s.,. IIaIc 10 y DETAIL 5 LANE LINE ON FREEWAYS AND MULTILANE HIGHWAYS DETAIL I CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS _ as' 48' 8 1/, 81/i 8 1/2 1 7 L « S.+e Nolo Z MENEM See Note Z r DETAIL 2 CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS DETAIL E LANE LINE ON FREEWAYS AND MULTILANE HIGHWAYS TOTAL LENGTH 144' �V-+I Ih Mile 48' 18,_. I 144 �—�— 0 100' 144' I/2 Mile 144' I a.l DET. DET. DET. DET. I GORE STRIPE 200' 144' I/2 Mile 144' ® F® I11 DEL _�Ey' . —_ -----_ — �__ __-- OFF ' ��— a- - — DET S DET 3 DETAIL S LANE LIn-6 CN FREEWAYS AND DIVIDED HIGHWAYS - SEE DET411­ A AND 8 TOTAL L N TH c 144' -� I 144 1 %2 Mile I 1/2 Mile - 144`- 100' '144' /2 Mile 7 -'— 1T I�� ® ® DEET— DET. DET. " I/2Mile ET _JOEL 4ET3 DE 5 ® See Note 1 DETAIL 4 LANE LINE ON FREEWAYS AND DIVIDED HIGHWAYS-SEE DETAILS A AND B DETAIL A DETAIL B NO PASSING ZONES 48' 6, :f Ig ROME= 0 24' DETAIL 7 ONE WAY NO PASSING ZONE WITH PAINTED STRIPE 24' _ 24' ® ®JL_ 2n 1 ♦� 8 I/2' �,r 8 1/2' _ _ 8 1/2' OEM 7' 8/2 ..► ® DETAIL 8 TWO-WAY NO PASSING ZONE WITH PAINTED STRIPE DETAIL 7A ONE-WAY NO PASSING ZONE WITH PAINTED STRIPE MEDIAN EDGELINES 24' 24' 24' 24' .� DETAIL 9 MEDIAN EDGE LINE WITH YELLOW STRIPE Desirable 2,Minimum 24' � � 2a, ® EPS ® ® A B U i L_T PAVEMENT MARKERS"`' TYPICAL DETAILS DETAIL IO MEDIANS FORMED 9Y DOUBLE YELLOW PAINTED STRIAE EY- — DETAIL II MEr:AN EDGE LINE WITHOUT PAINTED STRIPE +>C9kRFCTlOhS THIS 4r`CP' Sheer 1 Of 2 3 /HD 92 PF — • 1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN F��e I LT PLANS UNDER IdY DIREC770Nw D CONTROL ON THLS DATE IN SACRAMENTO.CALIFORNIA PURSUANT TO--+ I AUTHORIZATION OY THE DIREC70RDF T�R�AN�SPOR�T]}AT�I,O'/N/L� \y Jo. ,��/9c5'i� �Vccc4LK3fc ���u_f4� (C'. pleted_oclaNo. &, y .. ..� SCALE I�-26 MICROFILM STATE OF CALIFORNIA-DEPARTMENT OF rRAhSPORYAT10N-MICROFILM SCALE I a20 30O MICROFILM STATE OF CALIFORNIA DEPARTMENT OF TRANS PORTATON-MICROFILM SCALE f.. 5O D IDD 200 SCALE i'.50' 400 600 700 50 10 50 60 ;D 6o SO D o0 2I soo Soo I I I 21 I 41 1 I TI 61 DI I 1 zo ao m I I zl eo I I I zo w So I 5� I I �_ I ! I I I 1 I I I I I I SCALE 4O MCPoF UA 5 ii 0 CALIFOPlIIG-DLPGRiMEN' OF TRGNS°CR'GTIO`i•MIGPOFiLM 5=A_E I=A S(•D tAICROFII.G STAT[OF CALIFORNIA DEPARTMENT OF rRG SPQR AiOIMCROFILM SCALE I O I IOD I,D D 3DO Inn _ -- .,, _ loo _- __ .._ ..,. 200 ,,. _ _ RP 1 20 -so W RO P i0 zo ,� 6n 6. 51 2e n. CO B0 SPECIAL 8" STRIPE 24' — �_-�.-- �0.�=-r.--- �- - --1-- El 27/978 El Js DETAIL 13 EXIT ONLY LANE STRIPE Type Cor Type G f &Yorkers may De Used MARKER DETAILS DETAIL 12 8" WHITE CHANNELIZATION STRIPE063'-O.75' 2"2" 24, 1 -- E _---- .P. A!73,-, BUILT —r NO CORRECTIONS THIS SHEET 8" - �— 110 244' —� TYPE A a TYPE AY 24. ._._ .. ._ 3.25"' p 73•c+o.. Illeme DETAIL 14 all WHITE EXIT RAMP GORE STRIPE o TWO—WAY LEFT TURN LANES 48• _ 30' 96' IB' 3 3 3 3 3 3 - <I 36' 1_ 12' Q 0 ® Repeor Postern —� TYPE B,TYPE C a TYPE D T_ KNOMISMIS2112 mo� 117755'y ® DETAIL 16 TWO-WAY LEFT TURN LANE /I I -025" X0'68- 24' DETAIL 15 TW)-WAY LEFT TURN LANE WITH PAINTED -;i RIPE INTERSECTION TREATMENT See Deto,l I See Note 24, At 24'Cantets on Solid Stripe \ _ ED ® �/ 10.9"M.n.��-01, 50 ---Lp75 r ED [0 ID TYPE CC a TYPE DC T m m m m c� / CERAMIC MARKER NOTE. Maximum 300'of solid stripe. 3�5= ,..1�0.73-Inox � 1 DETAIL 17 INTERSECTION TREATMENT ON TWO LANE ROADS LEGEND: —t —co,�-�T INSTALLATION AND QUANTITY SUMMARY Type A O Non-Reflective White Marker ff.-.]PAVEMENT MARKER QUANTITIES TIVE Type AY ® Non•Reflective Yellow MarkerCO STATIONS OR POST MILES DETAIL NON-REFLECTIVE NO. TYPE A TYPE AY CLASS TYPE B TYPE C TYPE CC TYPE D TYPE OC TYPE G TYPE.GC TYPEH TYPE HCType B m 2 Way Clear Reflective MarkerRTE From TO Whit• Yellow Clear Red B Clsar Red a Clear Yellow Yellow Clear Clear 1 ellaw Yellow 156 Type C ® Red-Clear Reflective Marker 44 SBd-66 PM 2.79 PM 3+33 5.12,15 - 270 179 Type CC ® Red•Clear Reflective Marker TYPE G H TYPE H PM ,3:34 PM 4.13 5,8,12,15 920 525 175' ro.61i PM :33 ,y.67 5.12 t5 124 87 Type D ® 2-Way Yellow Reflective Marker F--I io.zs' PM 10.00 PM 10.33 5.6.12,15 1480 854 2-Way Yellow Reflective Marker ,.. .... 1 II Type DC � ��006" r ° PM 10.34 PM 14.11 5,8,12,15 960 317 PM 18.39 5,6.12.15 Type G [I One-Way Clear Reflective Marker II � 17.14 � � -� _0.87 R Type GC � One-Way Clear Reflective Marker i- X012" } — o� Type H ® One Way Yellow Reflective Marker < 0.36 Type HC ® One-Way Yellow Reflective Marker ,1 TYPE White Stripe �� Yellow Stripe TYPE Y CERAMIC MARKER HC �e Direction of Travel REFLECTIVE SURFACE r NOTES a8' intervals tanents and 1 onacurvesloft 1000'radius or4greater,and at 249ntervals PAVEMENT MARKER On.Curves with less than IOvC)rodluS,unless OtherwlSe Shown TYPICAL DETAILS E - 2 Wnen Type A marke21 rs are placed on highways with existing oew;ls iI 3798 2118 traffic stripe,longi no Spacings Shall be adjusted Approved.Cn,cf,0lhce o{i tf.c so that non reflective markers fall on the stripe pate 7-21-7s Sheet 2 Of FZ � TOTALS ' BUILT131 9!1 =�tetr S w 1 HEREBY CERTIFY THAT THIS IS TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER h/Y DIRECT ON AND CONTROL ON TH S DATEINSACRAMEMO.CALIFORNIA PURSUANT70AUTHORIZATION BY THE DIRECTOROF TRANSPOR-- _ .` ,•T:^.��TL'- „_,. ....+.. t-'d*-'i� --^ NICROFILf/-STATE OF CALIFORNIA CIE OF TRAhSPORTAT10N-fdICROFILtd 5Cr•_E i'°20 3� SCALE 1 =2d 100 5o 2 I70 so go Sa 7I I SI NICROFILM-trpiE OF CAUFORNIA-DEPARTME NT OF TRANSWTATAY MICROFILM 6( SCALE 1'°5O' Q 50 I IO I,a I AI I I SCALE i'°50' 40C sap 700 o xo w 7O 60 40 I j sl AI i I I I P 0 loo 200 300 O0 so eo `L I I I I ``0 N CROFIW STATE OF CAUFORN D PARTUE NT 0 .11-1-NOR*AT--uCPOFILM SCALE 600 50 SCALE I'° 4C' 300 ❑00 500 • StnLE 1"°l0 01 '"='Oo' 150 O !!o too 20 AO i3O EO 20 4O G0 Ba MIOROFILM•SiATC Of 4AUFORNIA-DEPAATIAENT OF TRANSPORTATKu1i ICROFILM Ao Aa e0 80 20 AO e0 00 SCALE 1'°ID' Or I'-100 10 20 30 20 AO So 60 20 CO 60 e0 20 0 50 70 6o 90 A0 I I I I I I 21 I I I I I I I I 1 1 I I 24"Dia. concrete footing Tooccomponyp/onsdated QI Steel or 'Hood Line Posts 5�""' Neutral axis Typical Post Spacing 6'-3' — o SBd 66 2.s iB.� 9 24"Dio.concrete �7 footln 2 M;n. M 3 g Pas I 5'Mo.<. CHIEF Of ICE OF T AFFIC 2'-6" REGISTERED CIVIL ENGINEER N0.11210 Back of Rail fur Straight Section �.�ovEA September.16,1977 0.111 Nom.O Toper or Flare according to Plans _ 2'-6" 11 � Traffic PY8 50'Minimum l 12'-6"added forBreakowoy Coble Terminal Hex nut for II PLAN 6"x8"RF.Posts., 5/e°bolt 6 x8'D.FPost Either full penetration a -- , X weld or bend to fit R t w1cut lIZto Idr . S usher on front lfoce at 1 q neutral axis of rail. �4'Dia:Hole `� ' �,-r Tyr � ` i _ rI/"Plate Neutral axis 32x . U_U L� L_1 L� ---- 1 4 7 in TERMINAL CONNECTOR TYPE B TYPE A/ 4 See Note 2 ELEVATION I/gPlot 1%2 29/3ix I'/g Slots for 1/4 Weld 2 3/4' 6'-6" For s/' B Splice Bolts Olt on neutral axis Metal Beam Terminai Connector 15„ „ ' 1"Diu.x7'long stud I /16 5�6 Guard roil 1\\\ 6"x 8'i I--{ Threaded entire y" 3/" /3/q Coble to be length t3 t3 - 1 swage connected SECTION A-A EDF Post' ! 5/goloBolt � I q•;5° I III nim �`r `----r.) ti---- I - PL3"x23/q'x%2 ---- -- „ I „ - 14 weld all around 2" II"Radius 4/qq 2/q ______ -4 Return Section 12!4' 1811 2: SWAGED FITTING AND STUD Hex nUtforl" it stud----� �----�I Ir, , rT1,T,r j1,I OPTIONAL DESIGN TERMINAL SECTION 6"x8"x 5'-4"D.F. Post --__ Ut 6"z8"x 5'-4'D.F.Post 5,J#Carriage bolt / Terminal Section I Dia.stud 1 „ w/hex nut and Type C 2 I/6 Dia.hole in P?9/ xIV „ „ 3/4'Cable cut washer _'L_ 1,c�' Plate Standard connection /q Dio.Hole +LF- 4 CO _I ANCHOR PLATE DETAILS 1� ----- _ Concrote Anchor Concrete Anchor ® Nomt 32 Slots NOTES 6'-3” TERMINAL SECTION—ELEVATION 0 le" QI I.Used with Steel or Wood Post Guardrail. 12" l6" 5 •p 2.For Trailing end of guardrail adjacent to one-way roadway /g Machine bolts w/cut omit Terminal Section. Next to last post to be a Line Post. (A� " washers on front face ti 4” 4" 4" Totol:8 3.For details not shown see Standard Plans. 17 „ i 1 4.Posts to be centered In concrete footing. )_; Y I 4" End Post 360 ---- ' ' 6"x8"x5=4" 111 ' ' I l6 X8 { N '� Anchor Plate 3/4 Cable D.F 1 I `AJC .F�' _ _- PL 8"x8"z 5/g'- Cut NO This Ian sheet supersedes plan sheet A77-E.4 �4123/g Oia.hole " �_: Washer p45�- Bend Corners __ 2 Std.gal. pipe --_ _ A S BUILT page 31 of the Standard Plans dated March,1977. ,I Two Ground Lim (2.375"O.D.) "5 �,,,�..�.�.•�- 4i4'4/q 2%q'' '� _ T--ter"--�7— I NO CORREC 71p tJS TYI$SNFFT 1 t — 1 ; 11 i 1 ;j 6x6.6/6 -iL_�J ��"' O SPECIAL. DETAILS 12/4 1811 2 1 L�` yr-_�1_L-%''► Welded wire fabric I " 'I - I , I I' ' ,� I' I M '}-' 24"Dia Concrete Anchors--�: =LI =�� Form socket in concrete to receive 6"x8"Post or p1cce CABLE ANCHOR ASSEMBLY TERMINAL SECTION TYPE CLO -�_= �_ (Two Posts Only) 3" concrete around 6" (BREAKAWAY) wrapped with I layer Of I/4thlck (BREAKAWAY) DETAIL A Portland Cement Concrete Footing TO. expanded polystyrene foam sheeting SDA 77 ©I Rev.111317 Wood was Timber, /6"was 3/R' Po/ys>yrene was Bui/ding paper \ 9//6/77-0.///"was O./08"Add.words T pe C Q�v MASTER I PLANS I NEP.EDV CERTIFY TNAT THIS ISA TRUE AND ACCURATE CSV OF THE ABOVE OACW,PURS A TAKEN A S BUILT WDER LIZ DIRECTIONwND CONTROL ON THIS DATE IN SACRALlENTO.CAU FO CVIA PURR ANi TO AU7NOft1ZAT10N G`TNiN eDr!RECTOA AF TRANSPORTATION- AS MNSPORTpTION. j Contract No. aL 41 o F,``: —.��� Date Completed Document Naou3/Gd I -. — w "' MICNOFILIA-STATE OF CALIFORNIA-OEPPRTMCNT OF TRANSPORTATION-h11CROFLId SCALE =20 SCALE I 20 ,� 200 300 NICPOFILN-STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION-MICROFILM 600 SCALE 1'P 50 40 50 SO TO &7 90 $EALE i'=5d 400 T00 0 50 1 200 ,o zo w 4o Do To ao so a 20 30 4o so 6o I I I I' zl I I l 0 300 500 so so ' 00 yp gp s0 �_ � AVCROFIUA•STAfE OF CALIFORNIA•DEPARTMENT OF TR;.t:SRORT AT W`i•MICPOFILM SCALE '40 GOC SCALE i'=10' ar i'=100' SCALE I'= a0' 300 400 5M MICP.OTILLI-STAT(OF CALIFORNIA-OEPN.TNENT OF TRANSPOPTANOIoOCROTILM i50 i ,� I 20 40 610 60 20 40 GO SO scALE i'=Io' °. i':Lod o ao I j 41 I I 21 '10 so I 2l I 41 I I IL 21 41 I I I I—I 0 10 z1 so 4o 60 70 80 Bo I I I 2l I I I I i I I I I I l I GENERAL NOTES Toaccompanyp/ons dated cea^ n^"27•/97B Surface of —" Edge of tanstrUC+ton STRICT NTY E oAsf NLc(S•Ta•al Grq,t<.SW(i _ ShoukNr I.3"Max I. Use timber shims without posts where rail to wall clearance is less oe SBd 66 2.B /a.4 8 9 Post spacing 3'I'A�"c+oc �r��+J I 0'-7 Mm 2-14#Moch ban than 16'(See Detail A), Bridge roo 0 � w/nun,woshers 2. Where spread footing is between 14'and 3'of sirface post may be /,j�_„ Pavement Edge ! ::: and 3 Expansion zs PARABU A Shoulder 'Moth` urd per bolt embedded less than 3' but not less than 1 9°in class B PCC. When footings eEG!STEREOIC 8 ENGINEER No.1!210 1 �- bolt w/nut are less than f'9"from surface,attach to footing using Variable offsel,when mo a September 16,1977 Sea Note =*D b - ♦: ; a plate - 3•'x3"xx10'x5'4' than 12'use Type 3 Flora o v I p Post-footing Connection Detail-Standard Plan Sheet A77-D. APPnoveoBndge ro .Post • �; washer ` ______, Oouble I 3. All posts and blocks to be ns shown on Standard Plan. See Note 7 50' See Detod 89 Note 8 i - 3%.Min 4. All guard rail post spacing to be 6'-3"center to center except as noted. Pavement Edge 21/e A 2'As g"x8"x1' 2" \D.F Block 5. Height of rail 27"maximum above ground and parailel to grade of shoulder. C� O:F.Block thickness as+epuved 6. Direction of traffic indicated by arrow TYPE 4 FLARE Fltx.h DETAIL- SECTION A-A 7. For connection details see Standard Plan A79-C or A79-D. METAL BEAM RAIL OBSTRUCTION DETAIL A 8. For anchor details see Standard Plan A77-D Post spacing 3'-I i2 c to c 9. 6"x8"D.F. Posts and Blocks shown. W6x8.5 Steel Posts and Blocks may be specified Pavement Edge (FOR ABUTMENTS AND SEPARATE ONLY. ��"-- G• FOR COLuatns USE SEPARATE POSTS) where applicable. IO"x10"D.F. Posts and 8"x8°D.F.Blocks shown.W6x 15.5 Steel Posts Bridge roil �' ' 25'-^--•--'1 Bndge rod or curb Ilne SECTION N and T.S.6"x6"xI'-2"(0Blocksmay be specified where applicable.(See Standard Plan AT'C.S.) __-______- -- 10. Terminal Sections will not be installed on trailing end of guard rail placed adjacent SI le Anchorat to one way roadways. his Slde� 3 In Y ys• I 10"xl0"x5'-4" � K Sh:to 5 x 8" post 11. Parabola portion of Type I FIGre used at approach end of embankment guard rail. D F Post - 0 c cMin Cable Terminal 10'X10"x See Note 7 r----50'PorOD010 ;n,„ 6"X8' D.F. Post - Breakaway Type"A' S'-4"D.F. 10"x10"z x8 0.F. 3,-ll.,, Fast 8, Post a F 1F2 6"x8" 3 N 3 6"x8°D.F.Post 7 8'XS"D.F. Block.. 3' Min. Block Post -' See DNoil B - el$ee�, 'X'M c Column. "7 Block. •• I " I 6'3" DETAIL B \�IL�- 10:1 Typical 6'3" •• Bridge rod Shoulder I Pavement Edge host D.F. ! g nes Edge of paved shoulder-,.,__ - Pus+. 25' w - Min. -- - - - - - - -JI- - -- - - Separate Post Lessthan3' -- - ---- - - - Coble Terminal 50 Men-75'Typicol 12'6'added for � D Breakoway Type"B" TYPE 3 FLARE Cable Terminal itt NOTE'X' when 3'affstt cooties � Breakaway Use with Type 5,68i 8 Flores whey, vord roil is less than 3'from Structure Support. (0 roll to encraoth on shoulder " , " I i. - install guard r,7il of eageof TYPE 7 FLARE For series of Col additional 10 x10"x 5-4 D.F.Posts 6 3'-I/2 c.c. used D {- Post spacing 3'-l1/�'c to c between columns. Cable Anchor-Breakaway Type"A' _ Powr,entEd-,,A shou:der. SHOULDER INSTALLATION AT SIGN STANDARDS DETAIL C 6"x8"D.F O 25'-. I I Bridge roil or curb llne�,_ Shoulder Posts - Bridge roil Bridge Col'Imn -�_- ______----- --------- - Cable Anchor °` ------ - P Breakaway Type"B" �5M.x. 3 Ss•Note 7 Back of Rail for Straight Section r y —=° - g - -- -_- - 6"Par b la - - 2' f f'-1/2� —l/2 6,Ix81,D j 4.._..�.I - I� `` Post Mir.. 12'C'added - >�------I------ 10%10"x6-4" ;n �s' '@' ,, • Shoulder Edge 50 Minimum D.F.Post r" U. khb oil) rvrb Va? fix. See Detail 8 0 - W4 W46 w Breakaway erminal 5 v °se °In@# "Aq °bb/ a Note 6 ,I In °no Da,mob bo,� os/OAiFld•ossrt��eF►�(�M°x,2 Single N ` `/4 ` L/4 `/4 Pavement Edge , 0 s TYPE 8 FLARE I' +/ "p or hn rA�6./ Min y I 0 °ipoFnr TYPICAL PARABOLIC LAYOUT Bridge roll Pavement Edge i-- N Shoulder N 37_b_Por- - - - -_ -_Double r -�------ Pavement Edge Min f' 6'3 See p moil B TYPE 2 FLARE single a Nat.B Pavement Edge Anchor See I 3 MAY BE USED TO RIGHT OF TRA7FIC 8 -37 6 Parabola Stoulder( \,Note 8 WITHOUT BACK RAIL Double Anchor h - " Edge ` ti 3 t5'- "x 10"x - -- -- - - - - Cable Anchor Breakaway Type"A" See petal B------- r. j- --- - - 6't Shoulder Edge 4'D.FNoteBWaII,Abutment, ost 8, PostsO.F.Bridge rail. Posts 50:rtln 3' Ix8"D.F. •_I _ OouDle Povemi!nt Edgelock 2Author 1 -11/ 3'-1%2 3'-I!Z 3-1 6• g" 6'-3' 6 3" 6 2 in 5'Max. 37_6" �6'* h ;—MuMiplesofquadrod—+.� TYPE 6 FLARE ------- Parabola--- - - - --- -- Curb er or �� Bock of Roil for Straight Section Shoulder Edge See Oetoil 8 NOTE: ffset _ —¢Nofe 8 This plan sheet supersedes pion sheet A79-A.9 pone 36 of the 37'-6" Parabola Pavement Edga Standard Plans dated March,1977 12'-6"added for = > -G- 50'Minimum Center of Anchorage. See Note 7 Cable Terminal TYPE 5 FLARE A BU I :L f_ SPECIAL DETAILS kaway TYPE I FLARE BreaMEDIAN INSTALLATION AT BRIDGE AND/OR SIGN STANDARDS ay- Where IORR«TIONS raLS s+EET GUARD RAIL FLARES SHOULDER ENCROACHMENTS (RT. or LT.) clearance shown cannot be obtained sec Detail C. - SDA 79-A.10 0 9//6/77-Shou/der was Curb offset Rte✓HlgaTe.� f I HEREBY CERTIFY TWIT T":9,S A TRUE AND ACCURATE COPY OF THE BOVE ROCU:ENT TA EN A S BUILT PLANS UNDER MY DIRECT ON AND COCTROI.ON TH60ATE IN SACRAMEMO CALIFORNIA PVfiNANT TO AVTlgR LATION BY THE DIRECTJ4OF TRANSPOaTAT10N. --P j Contract No. Date Completed---- Dccument No. -- - -- - M T SCALE 1-20 MIC1ioFlltA-STATE OF CAL.FORNIA-OEAARTMENT JFTRANSRo9TAT'.on-MICFOF,LIA SCA'= I-[� 100 200 50 300 SCALE I:$0 IACROFILM-STATE OF CAL,FORN,A-DERaROTo NT OF iRAt:SFORTATpN-MICROF,LM baa SCALE ' 50 700 a 50 �0 I 60 0 60 90 1 w zc ao 41 s' TI so o zo sc <o 0 Soo 50 I o zo 3o Ao I 71 e1 yl J__ 1 1 1 ! 1 u 100 200 300 SG So SO I I I 1 '- 0 50 MIL'ROFILLI-S:AFC OF LA:IFORNI�-CLOA?.NEN' Vi:AA��aR'A:"',-G�CAOF'_J A cQe 'dCALC i•:10 0• i'=100 SCALE I - 00 '�Op LIICP.00IIM-SiATC OF CALIF�RN,A-OEPAR iI.!CN-OF i6PORTATWIOaCROFILM Aa 150 I 100 'l I 2'a Al 1 U ALE i'=10' a• I 100 50 __ on Rn 90 I 10 20 30 1 20 A0 60 G10 I 2I AI GI la 200 ! 10 AI !# ea 2AO d GO ?I AO GIJ GO To eccompan plans doted Fe6nurJYYLi/ /IJ _ • ^_ SznKe o�Ns E Prnl Vim..To.awoF'tea 2-I'4 H S bobs with nuts 66 Z.�B�I✓ Post and woshers(goly) Ir 0 SBd Top of Cail clement �1/4'x 12"x i=0"Cover R ��-,- - � ---� 2-1%4'• HSthreaded rods I%q'x2tf2Slotted 3.. �\ J with nuts and woSherS(9oly) holes � � —f % C - � CHIEr TRAFFIC BR4 Set rods In I%2'4 drilled holes ` Iro REWSf!REO CINL ENOINEEn N0::1210 filled with epoxy adhesive. E E •vPRoveo A -6" CLAnchor bolts - 0� '� a - - T „ `a September 16,1977 Te rmin0l 01.` ii - i� ' 11 W12x79 n SectllNl. 1'72'571— —I 1 See Standard � 9" I'-I%° IO",c10"x5L4" oD .s•. .� llul - -= Plan A77-C D.F.Pasts See Note 2��- � CJ -,-,h 8"x8N1' 2° SECTION A-A _ - - - , DA Block B SECTION B B ASSEMBLY Face of curb Metal Box Spacer-See 3'1%2 3'-I�2 —- (See Note 7) 1 21. GENERAL NOTES Standard Pion A79-C� 0 and Note 8: `J- I `/2 9 21/2 PLAN I These details apply to upstream traffic end of bridges. For downstream side,use flush bridge rail connection !J=_ shown on Standard Plan A 79-C. 4, 2 When curb or sidewalk depth is less than 9,use Detail B. 11/'Plote washer Q N"'holes 3 Direction of traffic indicated by 0.111 Nam. 4 For post size and spacing see Type I Flare on Standard +' 11 10 --.( Plan A79-A. O.IIF° I I _ 6 I 3/a' Base t Q Nam n 5 Terminal sr:ctions will not be installed on the trailing end Q i a D -a���-%q'hole -{- 1/gPlate SECTIONC'Cof guard coil pluced adjacent to one way roodwr,When terminal section is not installed,use backup plate. —— -0 ION 10"x5'-4" (See Standard Plan A77-C.S or A77-C.W) t4 D.F.Posts RAIL POST DETAILS ——— —'— ''•,J=� = PLATE WASHER — — — —— ——— — — 6 10"x10"D.F.Posts and 8"x 8"D.F.Blrsks shown.W6x 15.5 — —— — —— — Steel Posts and T.S.6"x 6'x l'-2"(0.1875"thick)may be ___________________ specified where applicable.See Standard Plan A77-C-S. ELEVATION 7 Rail post assembly to be galvanized after fabrication. pl 8 . Terminal section Type A used where pedestrian traffic DETAIL A is present. IL----3_L 112 Post F %q'x 12"x V-0"Cover ft Metol Beam _, _ 1%4"x2%p'Slotted 3" 3 ,( rr- —— holes Guard Rail 11 r --- ---,r- l p M JL rL -�_ D I 2-I" H S bolts with =N --- i.._..———��---- �S nuts and washers(goly) i -coo -^ W 12X79- ' DEPARTING END DETAIL- For I LII/ 1/" Plate 4 2-11/q'a H.S.Anchor bolts -N Structures with Walkways on Two- I I °' washer or threaded rods with nuts Way roads Lass than F,^.feet wide. Terminal Section and wOshers(goly) m N Departing end anchorage detail shown I ti See Standard Pion A77-C I Metol Beam = �o � , „ , 2 Ground on Standard Plan A79-C may ba used. I a I Guard Roil o ,i line ____--_--- -- — o e N — Traffic L---------- ----- _ 1— - $ v V Face ofcurb- I n� v 1 i 1 I'-0"x 3"x%4 Metal Box Spacer-See Standard to 8 I I ^ _ --_ washer A79-C and Note 8. 3'_1�2' LLT F SECTION teF-F SECTION D-D ASSEMBLY AS . BU !! L_T PLAN (See Note 7) • 21/2 9" 21/Z' NO C4+7�,:rlrj Nc�iuli Sucee NOTE: 0 4Spiral roe ti , 1 o N This plan sheet supersedes plan sheet A79-D.8 page 39 o the C 5'pitch 1 Standard Plans doted March,1977. I 1 O " 6 Total-6 LJ I%Z Qholes i• SECTION E-E 3/a' Base R SPECIAL DETAILS SECTION G-G GUARD RAIL CONNECTIONS TO BRIDGE RAIL POST DETAILS SIDEWALKS AND CURBS DETAIL 8 SDA79•-D.9 9 9//6/77-0.///7wos 0./08—Add•is Cen.Note 5,Align.Lack 0frai/with curb face,centered holes Sect.C-C, Note 8. — I P LA�lS U HEREBY CERTIFY THAT THIS ISA TRUE AND ACCURATE COPY OF THE ABOVE 00UNi%KEN A S BUILT UNDER MY OIRECTIOY AND CONTROL ON THIS DATE IN SACRAAIEMO CAUFOR`IiA PURSUANT TO AUTHOR ZATION BY TFR DIRECTOn OF TRANS-P-OyT�ITION._ — Contract No. Cr- Date Completed - Document No. ��b�3/moo • '— -iT'—' „ SLATE I'-20 MICROFILU-STATE OF CALIFORNIA-OCPARTIAENT OF TRdlSPpll A''200 !0 SCALE I=20 30C MICFOFRM-SYATF OF CALIFORNIA-OEF?RTNENi OF TRANSFORTATgN-MICROFILM 600 $GALE I 50 100 50 TO IO 10 :0 ap 50 OO TO 80 SCALE r•=5D' 400 700 0 50 200 500 I ,I zo ao ao co 7o so oo ro 20 a0 ao 1 00 - 0 100 304 I s0 I 50 SC I i I MICROFIU•1-$TATE Or CALIFORNIA-GEPA�SME NT JF 1 :[:SPQR"AT�O)1-V�CPOFiI�I SC ASE 1 �•0 5O0 10 1SCALE a0 300 IdICROFILM-STAB C Or WUFOFNIA OEP..N TfAENT 0 T ANSPORTAT ON hl CROF LM _CALF 1'=IO Or 1=100- ISO O 10p 200 T -I 20 AO CO SO SCALL P A IO• ar i'=TOG 100 10 20 30 a0 I IO a0 60 ao 2O ai i xo ao Qo eQ I oo no ao a0 coo zo al a0 1 0 60 yo Bp 90 30 I I i 1 21 I ! 1 AI l