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HomeMy WebLinkAbout257204 F_ _ 1 � i _ I .,.�..,_.....�� �.,... ,�... Fa ., INDEX OF SHEETS --------I- ---- 08 SBd ' 66 6,6 ! 10 Sr.eet NO 1 Tifle Location Mor, Typicel Cross sections end Plon Layout Detour Signing and Construction Areo Signing Summory 3-& Strur.ture Pians � _.V. _ .:� 7-4 Revised StondoIn PlOns 3.�,.;, •„ 10 Troffic Control System APPLICABLE S'ANDARD PLANS L 1 ..1 i 1. I i.; 11 / t epo..Y� A74-A A77•f J � c�ecl�� ,r June "L0t983 A77-CS 342-15 FM 6 f �`� � .�E A7 7-DWif y f t I 1 TO CLAREmpr:Tm TO SAN SERNAR3 r' Ji _j _ ROUTE 66 GOTmit eEvo �{, 6 j Me..R Rc o e Ex t o c Po _ id v_od '(1,"� i �^ {� o ! na et�lc e r rt R,n� rear„ ka,;,n�_ F ,.t I w. f i _. _.__Ii. ]�. cGA wl>,edr , ., . .3 AP@IE ' �rai 6E:at, r'{4R1 ae� ��, •„�,� -�, c - 0 10 yC R A, 4'i i •r S .4 uiCY !M AR'i tA2. J^:••tAg. _ E'�rt r� S �. Fi J I �1 V +Ur >, !f s4 t. t � �',.. �, •,i _._. -• FV,T.'a ,� _. t nr n.ud u 9 F n ,,, WORK LEGATION tV'FF, r: Gq ..,.h a. � r ._ -_.. . __ •are � , .� _� 1 ,r_'�t 3 _<,rt _ __. PPs! 6.6 y� • ..,.. „r.�n.;. Iry ,1,,.'y eu.Y)rx ._ ,� ,.+ f.� Wr..., I, I,t"A; r. , R 6�c r, rr.. r tija i 6 R I V f .e d A lh ,�r _... .r_. •., _ r �� R 3 E_7� SAS° v n � Y as `•a t f•,}ia61 Tyu,. '( L., u}s t,�•,]Ot: 7YAC. P ;R Mr.,..�� - kry TI- iyCn r”d � G MAP VICINITY Mt• o ae •I.n - x - _ _ ......-_,..__ I R.. n u.e Oi Pt; - 15 �- / .,. SQ c�l•w M."u PO ^, r CCaa� A` _ TygF r':\R.° M�r�'."-- r rV 7` �c�L y �:� K �,e E f n ��- ,.s:•c-.-r- i i�- tal ;yo °',�t. .., �+a„ , I t I _ 4 ��i 4 a4 0bxp / L• y, L , VIS ._ ..�..C... 41, Choi,,e - _. �.... -{ bI:PAR t1,Ni 01 icn+vti;-, vta[Iry�� F h ' - u t Y r% l-/ —i`—y-- clll ROB R - -� ��r� �Zi`. ____ _ STATE HiGHWIi"' a _ -A 1.8_u'a �stu t ret *•S :/ t N T- - - r .n E� r«; —<r _ '�� SAN BERNARDINO COUNTY o� L_1 � I ;TpI rao l@ I DELETE r 2 CHANGE THE SEES R � � iN RANCHO CUCAMIONGA r: L.ne 3- HAVE THE BRIDGE DEPT. °' 1 tit t• S;OU ra -wt- S yE, DELETE THE CORRESPONDING Lice„ of AC Su fo ,nG AT TURNER AVENUE Scole I" 2C* - ' A REVISED FOR ADDENDUM NO. ! �br ­plr.m .,. 6� ;, o, N­­ wf Hyl V— ! ' DATED AUGUST 4 1383. 1 ICont ract No.;08-257204 .. :. . 0$?Ot 257y01 S, , � _` TA.- W. _ !RE4i'EBY G..,+T LFr T6WT tV S4(S A TRU-A7v0 ACC'JRATt COPY.`Trig AHf'.1`OC -I TA- ` jj T MER W.OMECIION AND COf4M''-_ T}'S oAT0 ITu SACIV+�tro CAL]Fo'CdA F444XIN4T TO ' X .+lYt— AUTI JOWATM_N By rej. Dl.%CTOROF.FuF.HSPORTATiCN. Cit C_ pIted — - 1rt �k$. ' a w r- un 2n_. /aBv' /-Neutral axes Steel or Wood Line Posts 24"Dia concrete footin --� i--j ,24"DIo.concrete Typical Post Spacing 6-3" ff - suE footing sT7 6o• 7 i- o Line 3 Post _- 4,Typical2 Min, ctiEF OFFICE OF IRAFFiC ENGINEERING ( Back of Ru+l� for :itroight Section REGIS�'EREO CIVIL ENGINEER NO.11210 0.108°Nom. I ,,R�,p�ulv L1980 1 2 6� .. w G� Traffic Toper or FI_•a according to Plans 8/¢' 2 50'Minimum - �_ -Y ---12'-6"added for f Cob'r MchorAssembl fBreoko�aa ) PLAN y` y Hex nut for 6x8"D.F.Post 6"x8'D.F.Posts 5/8"0 bolt Either full penetration — •---tom _ bend 4o fit 5 Machine bot w/cut �' 1Hole ` 1. (��,,9 d�4 _ - _T c _J i/q woId washer on front face of 32o. u"t ,i j T`' -. TT ttau,ra oxisof ra;. TERMINAL CONNECTOR J _ _ `L 'I/g'P�1ot®- Neutral axis TYPE B TYPE A�/ See Note 2 ELEVATION .29/32 x 11/8 Slots for 1/ Plate/ II/p Sphce Bolts Weld 2 3 I[rim�Post to Fit = Terminal Connector i 15 I For 5/g`®Bolt r--- I�"DIax7"Ion stud I" g 15 on neutral axis Metal Boom I 6°x 8"I •, /., Guard rail `'''i � '� : Threndodentire 3 3 DF Post; �l length 8 8 / /a'Coble to be seruge connected - 1-- _ -- SECTION Q-Q a� s ��45° I I 1 If u _ i �� - _- J i6'o hole II';Rodius 1 4/q �4%'; 2%q PL3"x23/q'x y Return Section ' `�` I <i >, %q' weld all around r G *,..ed 1� 12 14 8" 2" SWAGED FITTING AND STUD Hex nut for I` �d stud--OPTIONAL DESIGN TERMINAL SECTION nT6"x8"x 5'-4"D.FPost 6"x8"x5'-4"DF Post !'or Trim Post to Fit 1 UJ_uI"Dio.stud 5,�O Carriage bolt -Terrninoi Section 3/"Coble w/hexnutand T e C 14gDio Hole YP I i6io hole IndtiqCu4 ewasher� Stande Plato fora/4'cable ��_ _�` } ANCHOR PLATE DETAILS _ Concrete Anchor Concrete Anchor' $ 293x I18" Nom2Slots _ 6'-3" NOTES TERMINAL SECTION-ELEVATION 18 1 Used with Steel or Wood Post Guardrail I- -/8 YmOcnine -5/84MOchine bolts r+/cut I 2 For Trailing end of guardrail adjacent to one-way roadway (Q� washers on front face omii Terminal Section. Next to lost post to be a Line Post. 2*4 4' 4 " /Total $ 1160"o Wes 3.For details not shown see Standard Plans. `� I r; -- Trim"Post to Fit 360 - ;v,_ - _ ' - _ 1 ; 4 Posts to be centered in concrete footing Ref) _ - = End Post 6 1 x8 I„ 11} \ 6"x 854 D.FPostI QnchorPlote 3N 6 * /4 CableD`F == RAS?;'; REVISED STANDARD PLAN t;or.ters 8 45° `" --_ 2%'Dia.hole PL 8"x8"x 5/g Cut ;hr ,r _. Bend Washer I!"R I ( I „' I „} I „T Two � 2"54d.gal, pip@ _ Wa_ REVISED STANDARD PLAN All /q /4 r 2/qGround Line (2.375"0 D) t`r „ ,u 8¢ SUPERSEDES PLAN SHEET A77-E r -It PAGE200F THE STANDARD PLAN BOOK 12%4` I$' I 2' I l�_i- U_.'� 6X6-W3XW3 �_iu_„' -' DATED JANUARY,1981 I ____ ,� •_ t'� I--'� Welded wire fabric--=a----I`- t -r, TERMINAL SECTION TYPE C ' I , -_-s'._'r�'r� 24"Dia.Concrete Anchors — --- � � _ _ Form socket in concrete to receive 6"x8"Post or place CABLE ANCHOR ASSEMBLY -i-- (Two Posts Only) 3" I concrete around 6"x8"Post wrapped with I layer of 1/2'4hick DETAIL A Portland Cement Concrete Footing Type "t I- expanded polystyrene foom sheeting. (BREAKAWAY) S,,,r 5 of 5 7 RS — A iM!7aE6V CEflT+1 Y T.14r T*' FaAI'M CAldiAC,tiF.4'rC C,h,10F;r'F A,z EY.7AN,E"h� i ,?' "(, .?.R':f'4Yi0A_CT%•*i AN`J C{Av-WIA-ON Y W OATS'1N 5ACTO XWV.G�- tI Vcpm-.OU JANE ., 1 TO OCCOMPOny 010,7$ doled PUBLIC ROAD INTERSECTION sRwTy Variable i F R=120' R=.12-0'-, R=32' 37 R=32' AEGlSIERED C VIL ENGINEE9 NO JJ21ot"' R=120'^ Rtl20' APPROVED- Edge at 12 Traveled Way too---- 50'-, -FEdgeof 7 33' '-Tro-veled Way A R=25' liabie PRIVATE ROAD INTFPS;7rTiON NOTE Plans for barricades mode of wood are shown. 0 Barricades may be mode of any combination of wood,metol, or Plastic as approved by she Engineer. Shoulder .4 i0.33- 167' X 017' R=0.08' R=0.08• 050' White Stripes Reflectorized Surfacing 015 min 3 Line.— 0 15'1`�Ilh' 217' Orange Stripes TYPE C (LOW DIKE) Shoulder Edge Reflectorized 4'-0 16d Cement TYPE D (MOUNTABLE DIKE) coated nails 025' _ 24 _3' 9 25' 4 Variable cut slope 2"x8"x4'-0"Rails Fill am compact with excavated 0.5" material C to top of dike .); -tr)! 2"x4"xz.-F; 2"x4"- 015' min too, Shoulder Edge Filler Spacer--- Al R=0.08. DIOCK - I '), )---- Level Lirie it 11 2 x6"x4'-6---- 0.15 tw]tn TYPE A (H'GH DIKE) 133' Shoulder Edge r— m. 3-4 025' TYPE E (MOUNTABLE DIKE) FRONT VIEW imln4 Variable cut slope l---- END V I E%A/ Fill and compact with excavated 0.5 material to top of dike TYPE M� ,R R I C.1.0 E Compact A.C.against excavated face O.i5'min--7:;,, or steeper NOTE : Rails focir,-� lrof,3U iobt—et cto,:zerj ShoulGer Ed.�_ min REVISED STANDARD PLAN Where weigh, needc,'j o res;s� overiuming by wind use sand filled bags SUPERSEDES PLAN SHEET A73 PAGE 9 OF THE STANDARD PLAN BOOK All timber to ca C X' r're noi.,linal lumber dimensions. TYPE B (HIGH DIKE) DATED JANUARY,1981 Use 3/8" Machine bolts w1th nuts and Cut V1Q3hCrS' Use 16d "x6"bottom support. Cement c�)oiea,rio�ls ?�- fc-sienting 2'x8' horizontal board to 2"x4"vertical posts. I .' " ASPHALT CONCRETE DIKES Use Y. x5 Log scre�%-� frr fi� Ttr,,)g ",�4"�pacer t,-, '- TYPE BARRICADE U DIKES AND ROAD INTERSECTIONS RSP-A, 3 N R ��\A N-Mi q;g �'q�g -g-, UESY CCMF TKv l M 3r,A M) A&D A=URkYE,CCF4 ABO',E 61X-_Wa'-j TAXFN sx'"'sem"- Y } ,r, `yy +t 1W.x_ft! '@ 4CCYIO`;k�Z COM PA3L ON M3 DATE N CAUroRN LA PUFOAN T-,0 7— P u.o� q�'9 To accompany plans dated !l �� _�z=��•_v �r CHIEF,OFFICE OF T?AFFIC 12'min.-30'max.(See Notes) RF(,zsT,PEO Civil EWtWFP'K'Irnn DATE APPROVEO. 2' min----, •ETW. `� v ETW. i. „ r, o- I' min where lcterc! cleara•ce !united URBAN LOCATIONS RURAL LOCATIONS CONVENTIONAL HIGHWAYS AND INTERCHANGE AREAS I 12'min-30'mox (See Notes) _ 12'mm -30'mox ;See Notes) l It At I I c c; a. J -----Secondary pond ETW . _ # 5'min at 30'out � ""��e•c----•-__-,_ I ETW l— REGUhATQRY AND WARNING SIGNS !' AIV(1 RnlITF_ CHIFI ll,, GUIDE SIGNS 9 NOTES FREEWAY AND EXPRESSWAY LOCATIONS When clear roadside recovery areas ore provided,s•gns shall be placed as for from the edge of traveled way as possible,up to a maximum of 3o feet. When possible they shall be placed in protected locations Signs in medians shall be placed at midpoint of medico up to a maximum distance of 30 REVISED STANDARD PLAN from edge of traveled way When appropriate,signs for opposing directions shall be placed bock to bock Supersedes Plan Sheet S41-3 E T W Edge of Traveled Way Page 183 of the Standard Pions Book Dated January,1981 ROADSIDE SIGNS TYPICAL INSTALLATION DETAILS NO. I RSP-S41-3 ['I No I"' 6 ; 4 N-Mg,G ATiFY-" r qwU"k Mom AS 9IEG.`Ytb'A1E .s?3"'✓Q.^-ThL AT.Q4�I7�.'6L'a3 E Y.a.Y.G`a �'"^ d" � 'M.2w W h, '`4 J:`+v3°•n 41Ya Tiah'Auz c4rPol,4a 3118 L'+Crl"W1 C UFU-NA R'JI-41 3 T ­-C 4+'7.3=1 r`f�crT*MATik X1.8_t V