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HomeMy WebLinkAbout256704 OF INDEXSHEET; MMA-5066(7) 08 SBd 66 0.0/7.3 i '22 sheet Na. Titilie Sheet, LocoL^n Map and Typical Cross Section 2-14 Layout 15 Construction Delails 16 T'railic Control System DISTRICT Cr ENGINDIRECEER h TRANSPORTATION ATIGtI x I?-IA Revised Standard Flan REGISTERED CML E7i00iEER lip. 35382 " 20-22 Structure Plans -" I 1-30 General Cross Sections I aAh�ppayFp March 19, 1964 APPLICABLE STANDARD PLANS A62-A T>80 S42-15 A62-E 043 D73 D84 C77 A D85 077-8 NS-A LEGENC (� f Asphalt Concrete G� x —�'�-� 0,g,nal Ground Existing Culvert / YICTORYILLE ( e -- Construct Culvert til � t8 '�_ �� �I J t Pin..Springs) �/ IA F----teen Loco t ion 3� (Dese f Springs) �IJV// Relocate Rxtlside Sign I1,) L-- '----Exist. Location (7 P,n<, °Nespeno S A N Vaney ® Asphalt Concrete Slope Pove:aa � B E R N A R D I N O I8 Aspho it Concrete.)road Catch Z 138 iWrightvrcod WORK LOCATION < � � Rig Bea, Cajon t5 .1ii�Aean� Forns4+ 38 Gfy Lake B+0 timer/�R Pm.0.0/73 Gwi,e rrorheod NOTE: Cilerances specified the a r5cf the Standard are subject fc {� D=•`KKe © 18 &q Bcar tolerances spec tied :n the Sfantlortl Saeciticat,ons. { ® 0 _ Arrwaear Lance 38 .+ Gik©Type C-> /O.2U' Asphalt 0 IS 26Sp-9. Sp 9 Lake I J concrete Siopo Paving -� 1 30 - 30 �I,:l or flatter o NO RIA TO (S ; a 66 FONTANA SAH BfRHAR�INO 38 -- LLALRNE tanuntmn Embonkmeni , POROMA° COLTON Mentone Nome / �ONTAR�O 0 REOLANDS Vi oqe 1 J r 3' i.__ 'i �_ l0 oCNiR6 00 °tae n° 93 RIVERSID s 4 71 r NORCO � on � BANNING Cobozon TORBA! m \ Saa y Q0tl BEAUNONT /-0.3G` A(Type Et) ..r.;:c 0 30' Asphalt Cancre:e-. I LINDAr91 p.rrrr R9 10 I (Type 8) tot• .Ig taxr Gilman .7�—.---•r- .. !..y / ,H,nge Pont gl CORONA �.alcrMrer Mot S 4 Ea�st,nq Slope-.__,_. a,r� .--PA{BANxN`';�T ® R I V E R SIC) E Hrnga Po,nf _. — , f�, � �1 I$ PERRI$ SAN I var `Existing Poveaent Yor 74 Homeland JACINTO a n and 74 1 Var � var 32'-47' I var 22'-x6' '�__»' _ Rm,+oiand EENET YPt 7-6-91 6-9 1 : _' Var o Corgm r V4 It 1 J G-la' � o Alberhill His n Gty V6ncheasar CL Rate 66 1 Ig 2C O R A N G EI* n LL5i11ORtKV 11 r,v x r TYPICAL CROSS SECTION LOCATIONMAP I L a - Scale: 1"-5• 0 2 e 6 a I 12 s ECUATI(INS SCALE IN !RILES i LOCATION AS TABULATED ON LAYOUTS 146•,0sTAr oP uuToa+u _ '��J/F T � ' 9�✓ 1557-66.75 at Euclid Ave 6USiNESS AND TPJ,NSPORTATION AGENCY ate DEPARTMENT OF TRANSPORTATION Z 215-20.22—EC = at Alto Ave PROJECT PLANS FOR CONSTRUCTION ON 2.22.03 PCT 6D+48.72Ec = STATE HIGHWAY S60 9C.&E POT Cuc.Ivongo Plash re I22+7. 5 = I N SAN BERNARDINO COUNTY 132.22.94at Archibald AveI N UPLAND AND RANCHO CUCAMONGA `IedAT VARIOUS LOCATIONS FROM THE LOS ANGELES COUNTY LINE TO HAVEN AVENUE to be supplernznted by Standard No.dated Jarvary. 199i 1 Contract N-=08-25670'4 .. _....._ ._............_. 1 _.....__-.... .__.... C8203 - 256701 ,.....o<a....�. r Ec,r,:E FIT IF"11A1 T„IS 13A TRUE AND 4ATE r ©rA T f,v C.Ci3GVueE T IA,cl, i ,r,EtiiOtiANC,GCi:6_u,aT•.! UT�E..: AV2ren zATtCll BY T FOnt(.C Tata r TIANs`497.A I:d.,N•, 4 G ^SZA C T..fo. W.RdF,M VATF2^ C-+=CA6ii'.. k,A-aEPARTiriIfT ar VII-v"Llu :�ti� =�9 SCALE Imo-2C�` "IC"C`ILU-SrArE ar C.._.'v`9PUw U_Pav--0;T eF ---1i r 'PeG F I i 1 la I i �R 2! 30 as I(aJ ]J 30 :0 2J 30 C. 1aI I 7 eL'Aa<� Ytl�10' v # ;C.r' W�aRCF�tht-STAT[ G£GC[!raRGiA p:r*AF IP.^EhT Or Ftt.sc.sF ^J'.r i,.:......rpt. ( I I I I I. I ( I el. I I I I4a I.. I C) ! I.. t I '` .'a '? G•. ! ;+ I vu Cwq Y,s Ce Sed 66 001?.3 2 122 11 9RIZONTAL AND VERTICAL CONTROL % ( 7 1937 As 8uut Pldns. i FCOIEGT f.1.'FEt _ ett;�i't IEO cim ENd,rIEEt _ 'COTE: FCR CGWLJ.7H RIGHT OF 'nAY LATA. SEE RIGHT CF WAY MAPS AT DISTRICT OFFICE � IRdxy Exc a CY Rdxy Exc 9 CY DATE y Rdxy EN, 0 CY Rd.- Emb 18 CY W.Viln 's ,fad4 L ... .s..:*;v.r a .„..:,:<:a.. i •.� �° :: „q xro:*--.... . '-'s=,.. �.�.^. '.�v x a.:* ,*: ',� w,- W9.+ ^ iEfl't5 OF' ,,`; ._..- y _.:... a '- :..>*.e.G.a: ...., + ,,.,.. /.. WIQETIIhx• ` ",�"@`, i—LIMITS GFR !P it Q ,•° 't R ARNMIa m fi , 4 ' x x' - ...� .,;... ".. ,,w ..., k... vM-:.n - _ a..-,. �,*,,.: ,.,., ;., T„:r M ..--..��r c=.. ;..,. ^ +�' :: - ., a.. ,.. ..,. ,—. �.. n..., .S. 2�t5 OF x.� r'$`,:, .._,.-.,xr....m ,.,. ��...- ,e� ._ ..+> ,"'� u •- ,,.. :r ”: ' ,a.``. ,.r.. ..a _.e. . .3 ...,,.. ..,. .:.<. h ,'ems... ; A. w _ i� WM....- a:.l' ..' ..,,-:P C3. w'a..2,.. ... „�,.-. «.l. ,..,K - .. ..G ,, . S �..:: ,. ,.::: -.:. .. y:.. �,..A .� , ".n •' � �.,_ al sr±1.-D, ... .,,.,.r �,: %. n p,,. . ,,.:., .. 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Rdxy Exc 7 CY Rdr,y Ezc : CY i .fir B ti k T RCxy Exc a CY d Rdxy Emb C CY Rdxy E,m 13 CY , ; I vy gY_L1 < r..�.�;^ Rdxy Emp C CY (; � E7 TOTAL, LAYOUT L-I `^-- Rdxy65 Ezc tis CY etdxy Err;O 43 CY , [k�tiY CG 4;ICY T,u+T il,i$Fy n TRUE h G ACf,:�,LA TE C:'i�v OT ^ l t�vE�'3P,'L IQ,T TAKEN A.E,':E G ...-.a,.. 9v T+' N .`KALE v',5 t6 F+Gf N •ASE ;wc-11FCTNM-^,-. "WV4TOF fP41.3%4 Al" M=.CCOFJSf+. .Cf LE Sf A`tt "^ 3 rS"CFOG L'x-.•TF E r�.F rp;,1FG'E'4 9 c,5FT NEtiT^C:n..as. 4_:.:1-U'.Y;•FP,Trt![ .,.. , r.. dC E o 0U, ItNs � � no ^ - 50 -O W aL Ln 80 90 a 3n 49 t6 ::A +0 2R td l f_ h I 22 x �o 27236 Rdv,y Exc 2 CY Rd*y Exc 8 CY Rd-y Exc It CY DATE Rd.y Eb 2 CY Rd.y E.b 0 CY Rd,,y E-b 0 CY 777 ------- t. �i 777-- 77 L "A TT "Sp,TYPQ�C Dike ITS OF VVIDENING MITS W ING w. P/1q 4— ,ro*� b. -M 01;R • 'LIMITS GF 77kas Kl(?EIiIhC3 - A, 17" 77; cd e j �,4 Rd—Exc 4 CY Rdwy E- 0 CY Rd— I ZY Rd.y E.b Or Y Id.y Emb 3 CY Rdy E�b 4 CY AS BUI IL PLA Contract No -0-u-��Nos Date Comp1etedZ-:!-ZY---F5 Document No----- Rcwy Exc 0 CY Rd.y Emu CY x N11 n- ✓ F I ow 7 io, b%Otte' d..ed ,UpITS OF P I L+N I ol F 777", 14 Rd-y Exc I CY Rd� Exc I CY Rd-y E.b 4 CY Rdwy E.D CY A 75 R3 i T SHEET TOTAL Rd.y Exc 28 Cy Rd.y E�b 16 CY yr Relocate Roads,ae S,qr, 4 ED LAYOUT L-2 C., T. T-T 114s —JC�%D AC�-RA TC CO-1 Or-E CMB1.4LN7 1AIEN 01 101,017t Csrvvy AUlt�—IZA!ON BY Twp�D t,L��jol TRANI-,E`O-ATIQu T OB SBd 86 �-00-1 1.3 SCALE !,,!V 5CALE 51" VALE GTATE OF CA11FOPNIA-DCPANTflEt4T 05 0 UO 200 400 Q 30 600 200 Lo LA,l � idv 00 t,0 �0 30 11 Co 70 Cl) T1 OS Sed 66M 0.0l�14 raO1EFT..FN4 r+EER REOiStEREO C"t E z4i, x -._22236 -..,-... DATE—OYFD_..-_JMQr.0—t9—Lq-8-lL Rdwy Exc 16 CY Y "lor`' -- -.a. 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Y _ x az.�... r .7, r . ,.,. .. ,.>t..,:: ,..,p, ,. , ,,` } ,•� ~z _ , ' ' ,.r- 'a, Ger` ° r _ D-i r ...F„•1 rva .: u, b% ,< IMAM ,.., •:»,,., � 60'%,x.. „ .r ,a„ o T'. .,5.rn .~:”„t`-:..., •. �': i ,., .:.. 3' ,$ ,., .„.. S�,$~,r"7 ;: � .e, ,. r.?�2,�' 4 &.�..c )ter �q ., ,.,, .4�a...s>c +�'•>�v�e3 ,i.<..,a.b m, w vS r-:,,, t , ,.J ,i; „ .A ,; .«.._. ,: ,fix r „St } l�l xr•.s^t "9 t _ tY i. �.. a .�..�"��' ,.„. „z �„ n � e,1�1�- is r- 7 T7 .m • vy— „ • .-..�.,,._._..,w....__. •"•' �.,0 t �' , ;,.a. ,..r,: ..�, #• t ,.�.,,�- �`�. z, s ,,,:,d!„ ��, y rc:"2a�y r<<°:: a�-G'fi`,, t i {✓ f^§ 4 ., �10. .i),. ::.* .,>•'M, ._” £au.'`y ,1.'P, �gy.,n,��.°@ �„ad+4,q.' .p �p .3 w ."` Y A..w"+k,}e. ,.., �. '.` . :.: � P� M' p¢'��'{l�.�, ;A+^ o§ b�}, `�< • r �� '.a. „-,` , ,z ^•,d... •i.°... _ � �Mr•-m.`w,� .,,�.. _ .4�A`£ _ -..- L�y'", ,al �' �! `�$ 11 All Fv m '.'a� �.�:.�� a - -�,�...„ �a'D+ a, :.�.'a r�'x'',� �,, �.£, �-�" t..+ J� IV =<,w, -46 �,�.....,:;,`�s- - _ a• x t:`� ..�,n ,,,•,:.: E`iN TS:: .. CONI wu rn ca `= `. 11 ;q x, �... ,.W�E a 3a e e•N«=+S x. ,.... t'..<,rc., - e. ..... ,.. ,,,,, �'•u: ,D �. ., ->.',._ �„;". :'..'s*';o�. :5,?w,' ..�_ gyp"„ .gr*"r-' �< d3 r x rc p .. a Rdwy Exc 36 Cy Rdmb 0 B I AS B J 9 T P y ECY EE-, TOTAL 36 Cr sp e i P. T Rd-'y t Contract No ... (? Date Compietedl-3- 5 Re ocuDe Foads,de 5,a Z Ea Document No. LAYOUT L-Il _.w k -j E EhY',E M(FY —T S $43 A TRUE MO ACCLR TC .0 ArGOCI,%Q1,T f ,Erq x. 41C,lRJ,W L p-CT O.'�•1Gv�C.rY f,.„,���t�J-S.E.�J ,21_.t:,t.0„ l 44'..�f.F,...i t „_ nUt}�fT,2•'.T,C>;flY Tt2 O,P.ECTCR 0l x SCALE 1 y$d N,i'R N „TATe 4"r'CA IFOR%IA -PARTNEW tW TRdY9, 4iATY.•!Y-.ICAOrILV -CAL£ i�jC' jCALE I","o MtCRCFP L. STATE QP 01 i M P�y4TaT�A4-ad,CtNiR',tp' yCy F ,_�` 1� R 0 Tats 2ri'Q 4Cty Fqp �•:�c fl 4p ;L 50 W +O y !.=J TO Fo 90 I cA 26 30 9,3 G:} TJ ."vJ I nl a`J _✓J JO 0 t:: :a . 51 �i 6I kf6.:•=t}FfarN-9TATi.G3 .ALJFOF.bY.A-CEC,L9 TUEai"" !! n :•CAL£ 1�=ICC ET fva t@� ee- v€Fftad,..F Flx,,,,-M.�R6FflfA E.I.L?� ¢ .�_ e� 1-.u., .^., .. S..}LE -�Q' ,b.POi�LW-SIdSt OF i,A 1tc,1rM1A GCfaa TkePi` OF T?AA..+9SArhY!-S/,CPyF`til C8 ' $8d 66 1 0,0/7,3 1 13 22 EG:STEPED C'hE FNGtNEEG 1-W , ti �P T 'n°`a.. � ..; '� � ` ,..D <r c..a/,•t I �£; � y'�c^---r.,� '< .'�" ;mak x r ' i� +.T�` V rv� 5 t. 4 m. M1., ." «,o x �t_ Q Y s x R!& P,n <.. za. ., .:,.:.,,.. .:,._,p, i.::. �+,.,.�,:....4.. .. .,.. �.._.. .. .. ,..,�....�,>, . ...._.,,.. .,,«?fes:.._ FBF.;. �`2s° �:,r. ".::• x ....w ,,w <<,w a,..x.„,..:_ a'? "ca,. �»�.",. w .,�;,,y,._ ... XISTING HIGHWAY C i se5 . ,max, . s .3•�-' J�a .:,• .a« o„ ."� m vF.._ r�: '° .'�;• � -#- ��ay�;x _,ms`s,. � Y 4 R/W 41, 4. T", � p r , i :_C.EY <mt E Rd"y Exc 12 CY Rtl" Emb 0 CY r ,. 9'�„ _,$,._..-sic M WP$� _ r-° f« *x8 w. r.. 1 `34.. f'ffi `+ c'i �m �e.�.������; _ t q 6_fdiTS �. ..rv,..;M. �ti' A.•�ur.: i H t w • :r ,._. 4`­ _zi;4A : r,;a "e;,� o%,., +n.,'s v.>3•..-,£�P. IS ICHWAY, s .A.".?,:�.<... <> ..,;t,. , TOW"A', LIMITS 4'f t11C'FNIhU ids v,. s!y a',h� f �.=g' ya CEERC ''( Iyftic i' ,.�«� ,. w, "�`.a REEK ao , su , _.... ✓� aR tS}. 54-64& mow. i!AaT7' `em.,,}}�y"S"r.a ,,[[..W'C•:.'-"k,Caa <a<, # f# ;.: < a .,? a.. fe t„ G� L '< . ,,a� d=t... a.,. roM , :,.-5 x .r.,::- :: y qm T�,,.x<. ..,.,E `: �' ��...�., y:. Rd*y Exc 173 CY - L. Rdxy E.c 5 CY Rd"y Emb 7 CY 1 Rd"y C.c 0 s AS QUIT PLANS A, S 3 U I L 25—'6..!_L S, E. -CTRL _ c.. Contract No. 9` R_"y Ext e'UG(,Y Date Completed/ Rd"Y E ° '�Y 7 1 Relp;Ote Rwds,de S,gD. i ED J I= Document No. LAYOUT L-12 ,e:NEEfY URT,FY Y-1 TNISIyA TRUE kNC,ACCVt TC:v^i'v OF t C: ECVC t}O,'.LL'UIT TAKEN "'cRMY C,F+EC i3OYAtx�SC(1VT«tpl O"J Tr:[ ,C:l.* Ei Z1,Td._. G. AF*jC.;:t1(,�+110, 1LY WysayA Y,ON NY inF.,L11RECtOR C,F i sY�Rt.iT:J\. y '— SCALE CC)i•,_w0` ..+,+3'Cct6N 3Q'3ig 4W.,AUfCRM)A- `a«1fSG-£N7 Of's PAtJPdfi iAT%et!-la�2fP.GV[GM $5CC SCGLE �•` SCJ" 7C0 aCaI.E t_�«Tj _,.-... 5 xvWrO!LR STATE LK LAUFORh 1 DAAA-IJtEetT C:TF06-WTAit21i^�11W,LM .y_. -e 0 50 � � we To sD so s rD aD i �. .n D +n n4 an xr re e� .a E ! L y i S 1 i 1 � _ i !¢ s i E _CGL.0 i�,-5{3' � t I,tj tJiGFDE1LM 1ZAF[ p:'CASJEGF.Ntf.-G.e�n4 YPSENT Elf<9AN«'::Y i. fgfj{tt',t `�-,� ef,`}�i °1 � SC.kL.c. i'_ vt) ,0..1Ck�Ftt1+- „A(E(i t'1.lt`ev&HIG DE�nR?EA�"!i OF FRR..�:3<+'-H�6ia*Jd.•.yt,��O.rILIA 6 50 ,'a.e. ,.... i 10 2L bA 43 t � 713 ,n Rn , .rt ar, ,s, �� -.� - .rn .,-... ?;}Q OS SBd 66 0.0/7.3 14 22 RRO/(TGTI;LftGINEER 4EG15iFPtD Cml El.•GtNEFR x No DArEnvrRovED._March cg p•.ma vs.•w• +r+»aw.�<ma ws+s wan 4.yp .�,» owo.•c.»•..w .• ` ., ..,r,'S ,*. ,' 1.°'`'? r' eas?s OkQ Kw-.<. ae.7•.' $�4 sr•Rk'.. .�Tx,,.a .., .�w+�1.- m Y.^'. 5� ~+..• iQ k 4 q R s 4 e a ., R A$a.♦4 4 �''� y X^,y,� '�` i9:',;i : i � ';.;. Ne � �"s�+�'' �` R;i+*ar m .. `�� Y Z ,`�. .aa '4 ,t•� , •o o a k!x.4 4-,a a w, 2 t g a�y. `�` �"'✓ .,.. .�%n�,•.• 'SM1>i�;. i'+Y ".4 � .. ; ,it s'w. ,�,j , ., ;a a 4, ,:. L . s . a A` b »¢L e • r WWDD IT ✓ya? +4 a a r baAr. R f{ , a � � s m ` g r2 v /� yygg aew +w 178 S:,_ a .�,. 't e ar t r � ;. g I G l#ac ✓t „• (P,8"'�'""a wsis.�„=�::::lsomm mr� ,oma � � �,. _.Y---___-- ;.,...' r � ^«ice=n;'x,. -*�, ..:, ,a��"� a�,F9 k�, N�-,�`w„-� �,� . .»�r �:•"� i R/q'� wl r. w+axvo �. aw $1.>ia1 d M A.'k .IqE 4 .!&' R �+^• �- ted tr hT `&�a c ° _ ♦ .'�:`tik,"8.• s C ;n s. Aa�aa Rdwy Exc 10 CY �• Rdny cnt 0 CY SHEET TOTAL Rdny Exc i0 CY Rdwy Emb 0 CY T SUMMARY OF EXC. a EMB. SUIIMARY OF RELOCATED ROADSIDE SIGNS Ia' ISNO. QUANTITY. Y SHEET N0. QUANTITY(CY) _. ,. EXC. EMB. _ �.I L-1 65 43 L-2 28 16 L-3 I 3 - L-3 29 92 1L-10 I �y L-7 65 39 ! L-II 2 rn_`ntra°fi N0;VV}�o�rl/ L-6 12 o L 12 _ 1 4 pate �0m�'G",..., -'�'-- L-9 1 7 35 I ---� _ L-I 0 57 235 rOTAE :0 ' ument N°` , L-i 1 360 Doc L-12 200 7 L-13 10 0 TOTAL 620 466 �jR } P �xiYuuT t t.EElY t.LRY Y FIAT T $$A TRUE AND AC.URAT C 3' t EOCUM64T TAKEN 'J Txk RlZR A AT NE3Y ..., a�? Er T`.tZ yt41%� CT4 ir��•.r��{ .. , i a Sa OFILM-STAVE OF A,!F0lNfA-('tEYA WENT OF TC.4 PtA A TFN WtCR'Fj,1` •�"�'— -- �Cn f $CAtt I" 20 :AiGP.'i:fYi-JG-EFATE OF CALEFDR['t-bEP„R rN[Ni OF i?ti =^,pTAT�_H..4 CP3PiU! EEA r t If JCC (' (:• 1 ) f 51J 5'".,G D A 7Gi) ...� fEiv 2'. 10 7D HU 39 A 4J y.,n Ea 23 i, I i._L_J _ f ! 0 �CALC i fo . t�109 Ef w ��.w�*s,LEx �ra'c Dn us.I.asalA-D aAare[. T c=•PaN ee.n.mv koFu.w S�-al_E Ian n C _ „ ..E {"= 40' ,64£xi3fl�pd-STATE ,F Ai1C0R.lA MCa4iN yfT Lf TA,aR>t'W"u_.ii-VtLi�6rct-k! To OCCO-Pony PIX?S d,71PaA&,:-fk/9, /9r ROAD INTERSECTION "�.--7.,.—,p�-'.-"r 6 Vr T M"?_q " a.eq 7. Variable me R=12d R=120' 0' E OFF1 E OP/TRAFFIC ENGINEERING 101:11CCIVIL ENGINEER H0,11210 R=32�' 3 0 RK=J11'42v - Edge of APPROVED ,,L 12 Traveled Way Edge of r33 Traveled Way R--2 5 Variable PRIVATE ROAD INTERSECTION A'S oo�cumo��pNo NOTE : Plans for barricades mode of wood are shown. Barricades may be made of any combination of > wood,metal, or plastic as approved by the Engineer. Shoulder 0 33' 1.6 7' 0.17' R-0-08 AA 0.50' 0.15 :� L�'V'tl-Line ___ White Stripes Reflectorized Surfacinq 3 0.15 1 Orange Stripes TYPE C (LOW DIKE) Should 2 r Ldge 4'-0" Ref tectorized TYPED (MOUNTABLE DIKE) 16d Cement 025' 0.42� 0.25' .. .... mated nails 2�'x4"xV-0"—, Cli P Variable cut slope -T Fill and compact with excavated Z'x4"x-a-6 0 5' 2 XB!'x4-0"Roils UA . W x 5" Lag screw material to lop at dike 1.00 1 ev 2"x4%3`-8" 2ftx4 0.15,min. K=U.ut3 I er _)�RL008*-' 0.33' Levet ge Spacer :P I b ock ::* ———— —— 2"x6'x4 1-6 4. 3- 1 rt-1 TYPE A (HIGH DIKE) L Shoulder Edge 0.25'— 0.4 TYPE E (MOUNTABLE DIKE) 4!-6" mi, Variable cut slope U I L T FRONT VIEW END VIEW Fill and compact with excavated 01T.-- I to top of dike .5 materia TYPE U! BARRICADE �Compact A.C.against excavated face 0 1 or steeper REVISED STANDARD PLAN 0.15'min.. / I �_ Aa NOTE: Rails facing trOTfiC to be ref lectorized. Shoulder Edge min. SUPERSEDES PLAN SHEET A73 Where weight needed to resist overturning b;wind use sand filled bogs. PAGE 9 OF THE STANDARD PLAN BOOK All timber to be S4S. All dimensions are nominal lumber dimensions. TYPE B (HIGH DIKE) DATED JANU RY,1981 Use 318"Machine bolts with mats and cut washers. Use 16d Cement coated nails for fastening 2"x8"horizontal board to 2"x4"vertical posts. ASPHALT CONCRETE DIKES TYPE III BARRICADE / -77 Use V4"x5"Lag screws for fastening 2"x4"spacer to 2"x6"bottom support. DIKES AND ROAD INTERSECTIONS I I'LlIEGY CL-:FY",AT lht'�IS A—E INP AC,U—C CYOF- CM DOCUN-UNI I AKE" UN',FQ Vy F)'<—t1ON AND CONI 10L IN Tllli t,A L IN U 115 NTO C 0-APU'. I HL.r,PfC TOr1QF T,YAN>F NTA 7,ON 0 SZALE f`5,3* 200 MIOCOFII�M-3TATe CF CALIFOPMA-O��&RJ�Rr OF SCALC I S�Att BCO 400 0 00 200 '01", el, '0 y I O-'FA19TMtNT OP I L ".F" UfPARTMEU� OF �CA'c I"-V . CALF I � EALF, 41:� 11M-$TIT, /�� � /��! TO nccempflnv P10- doleadld.'1'GA_JU-179_ Omft/"chamfer for I'-6"of f'O3" ! O To of embankment March 18 1983_ e%ctrotier (edger finish> P / sir 2-"5 !_3. x4=6`101 ar I� I A - - _ — to 1 o /,0r� ----- - _--- - ------ - �---- -- ---- -- _- --- -- 610" — Ls`9( Put/ box See 6'Tronsition 9' - End of awngwalf 0 Transition 3'O"min PLAN - I I °5�4 p/5 �`t> Open joint to match ot-ck `A� E/ectrolier or wo!/ oint wldl' x a r "5 @ 30 j anchor bolls- 5 C 15 ��� � � 2- 5// I / / n 7-"� x �i o!m /1 \ l: L" I \" /"E XCu]fled 3 !' t re?e J 3a �/=o" 1 ' �si;�'/5 5(1 Ly/5-� � 4'G':tot4 �n1, BIA 5';;tot I"Cnomfer i y`y -"5' r0;c`' It! "5 L�30- ! LC`� ' End of wingwa!/ . !,� �� /L'. To of deck s I _ ( I or roodway� 1 t I C k- -- - - - - -- - _._ - __. - - - -- - --- -- -- -- --- - -------- 5 5@30 T =v=�, -End ofwfngwol/ �A `t5 Cd/5 5 (&/5-J p "5\C°7%2.tot.4eo,1 t ,_b 'S� tot 7-) 1 15 (F/5� O tN� or structure -j� SlC�/5 B- � � t @ C�/� METAL BEAtI� �"_ .1_��----41 . ,L_1� I ,� side of joint- S �7/,lot 2 ea TYPE 25A GUARD RA IL `5) L6'15 \ 2 "5 6 tot 4 "5 l/5 Side of pull box - � ' '-/"expanded polystyrene TYPE 25A DECK OR .✓ALL JOINT ELECTROL/Ek (See Rood Plans) TYPE 25A 04" galy stet meta/.See Sec.D D EL E VA T10N TYPE 258 Gro„ 6'0„ Q Q , fo d reinf. S/m!!ar //a °90( l�p/pe I 1 U) 2p 4 cont tot 8 f--� Type 25A 8 258 details ~� I ' 2�3" t odes older /"chomfer� are Simi/or to T e 25 exce t 0 9� ( 9' ^5�t�-7177 t '4 r-0 e' yP P s/eve for anchor ICU (tylp.) ! I oS noted ( ��. Dolls._ �! Bevel Melo!Bar Spacer\ i - 2 5 Mote F) j .�- _ .. �� /see --'5 C�I5 max ' 1 i �6 3 0 Const loin! r � . - - � g' c "R Conc y` i Const jt. ,-Finish grade CTI min optional _ --^� -. ` o W I I�i deck or x 4V'MM max II. --Finish grade End Section 8 Trofrlc floss -See 6' i I �I (6" _ Sh Trans rnon/ ELEVA TION SECTION EE 4✓4`�'t .,t .::.. __ cl ? p m t T�xa:O„@30mox PLAN _ V i n grade Const jt.— ' �Termino/Section Type B — _ 'S r o I2- �` _ .. f "g corn METAL BEAM GUARD RAIL ANCHORAGE J/ `5 Pour c or.�st 1 � `See Nofe E g � _ N. und.s;urbed mole-ria/ I � Dec* reinf. \'5 c0.7t fl, �: (� x`5 (� max. Q- %rc%/reinf. �`� 15 max 5�o®/5 max �L `�”@ 15 max.(to be in a ti TYKE 25 B �� 4"x 5"x O"9" or Post Pocket= TYPE 254 x 0'-9"post poc"t 6 NOTES L�01 0p/ace before deck caw/ccrete) T Y -- "- 5"fix - Tube Post—z =� TYPE 25 L, t �j, # A lyc/Is ofe to be backfilled before barrier is placed Z �- ^- �' 4 tot 2 B Clearance to reinforcing steel In barrier 10 be I", except os '< r, .•%:�,..... L..r.y r:..vrrrvf rc.rrr vr�crircrrr ru cru u! u!! C " u"` 2 4 x 2 6 C See Prolect Plans for electroller locations and pull botype. 5 - D For Electrical fJe>m/s,see Sandord Pion Sheets E574,78,7C,7D,7E. U) .- v /'Orr -.04"go/v sheet POST ANCHORAGE DETAIL �f O O O Q -1 It511 @15 #5 101 6 *5 ,ot 2 meta/ over %4 - E Dimensions may vary with cross-slope and with certain U 0 C) 3=o" Pu//box � i neoprene strip Note• See Cham Link Raiting or Tubular thicknesses of surfacing See Bridge Pans, #5 Y ; Coot top of strip Nand r4oi11ng for further details, 4x4 w!2 welded F For Meta/ Beam Guard Rad details not shown see Std Pians o a s t_ lot 4 With grease Consf. joint ! fabric Extend 8" ! -�,6- 1`' g A77-C, A77-D, A79-A, A79-8, A79-0 and A79-0. w be and ends of 4 ( x+ t— '�4 z 5-4' � -- -Varies Drain- 4 cont .' pu/I box. I, y of reinf to clear "5x4L0"@/5-- # > Note. This sheet supersedes Sheet/1/0.811-53,page /16 5 15,benol of the Standard Plans doted Ja$U0 /9 to clear SECTION C-C _SECTION D-D SECTION M-M SECTION N-N SECTION O-O 2, SECT!ON B-B _ scale //z=/'o" - . - /8 SECTION A-A Scale: "=l''-o' 6' TRANSITION 141 Scale %2"=/'-O" No Scale REVISED STANDARD PLAN STANDARD DRAWING © Revised Barrier Ends Stria of 3RIDGE Ho. FILE Ho.XS-S'10� OLyGH til I i,(` .c 4 NRamn.mEN R. Revised Barrier Reinr, STRUCTURES DESIGN POST MILE Dc.RrAEWNG fiDBHfTTEO cr a/q$ CALIFORNIA ^l_. DEPARTMENT of TWSPORTATION . R 0 --- CONCRETE BARRIER TYPE 25 i OR3GHll SCA:E IPI LYGHES CU Dire rt! .vs1a Hcanr. I —� �T RaeL OxePr ('S r-(a�j E311-53 I I V FOR REDUM PUNS 0 f 8 3 wo R 8a 8 ear ux rerswo elates — FaC�}CCIATIPY TY.Ar TM IS A 1 FPVC kND A(AC F­ .S:PY 4X4 ,JCL 7�.yT}.LtiT IAKU: r,r>rrL T j.v ttr T.•L e,Tul*.'rr F,iTA.ur. -iCA,E E'S(i ! Id Fi;.GF:LV-STA E Of CAOMPNO-;,£9hT1TMC::I uz TRdtiSOC A:J. id,L9f c,LM SrAi i }ri C^ri,.E 5'kFC Gr 4.fQ N G-Gi P'f TM.N: ^F iJ_r„gT..Y.e, i:.Rvf,ttA T 3 a IGQ 2GV ,,,} as PJ t�•� �.. 4 5..' IC. ... r 1 na K}h t0 a9 I I I I t .t'hC ,-r.. .,, i-,.'•': N:tP,:FfEI.!_STAECF Er.,,IG.^.RN+s-vEVA.UT4e44"3F:F4W.9CYT-Y....rN.C23r11.• r.-. r :. r-.. ...... ' niM.,fir. ...ifr .,,.r.a... _....e.. T..,. n. ,�....+._....e..,..,.. 1 / GIST CAUktt qp,i( PoS(aM—tOfAi GAt7]{C7 '-"' ""•• I To accompony plons dated L�ILlt G`� /9 � _ _08 ,SBd' 66 O.O 7CHT-,OFFICE e � t�1-.we/it-• / REC�TERED CIVIL TPAFFIC EWMEER NO 11210 PW 12`min.-30]max.(See Notes) � � DATE APPROVED. /� % s 2] i]in.- n oto 1' E.T.W. E.T.W. 'j � ;! it min. where lateral clearance limited URBAN LOCATIONS RURAL LOCATIONS CONVENTIONAL HIGHWAYS AND INTERCHANGE AREAS c� 12`min.-30`mox (See Notes) 12�min.-3C'max (See Notes) i i 1 • # — E c c i —Secondary panel �---- — I --— E E c II I ~ CD E it 11 A 11 11 �E.T.W 5`min,at 30`out I U \ Eli --1 .T.W. 1 I �' — --- REG 11 ATORY AND WARNNNG clr_ntc U !! AND ROUTE SHIELDS GUIDE SIGNS NOTES FREEWAY AND Ef PRESSWAY LOCATIONS When clear roadside recovery areas are provided,signs shall be placed as for from the edge of traveled way as possible,up to a maximum of 30 feet. When possible they shall be placed in protected locations. Signs in medians shall be placed at midpoint of median up to a maximum distance of 30' REVISED STANDARD PLAN from edge of traveled woy. When appropriate,signs for opposing directions shall be placed back to back _ Supersedes Plan Sheet S41-3 ro E-T W.= Edge of Traveled Way /'A .S Q U Ij�(�P S Pnge 183 of the Standard Plans Book - , - f Contrc,ct No.(N-Tols Dated January, 1931 �� r" Date Comp{etedL!�---�` TLISs�« Document No. — ROADSIDE SIGNS TYPICAL INSTALLATION DETAILS NO. I RSP-S41-3 i . • E9 '--'t IFY 1-T"'IS TPVE-0 T.aL ,C DO V E1' TA E\ -TUTr"`JL1fLA i�p\�uY THF f]�RL-E iVGy�i T.:.l1iJ'>.JiiTATR:Y . a N•ii fie.�� .. 4 k: $LALE �= k?LfaCHLM-STAT€ 6F CALIFORNIA 6FPAiZYWUTOF TQNSPC.R ATS']--,,RCrlt.0 SCA- $(;!ay[ 7j 'dtCR�a'(Lk-ST4,_6i ,ALifOPdtA 6cYkkSh:Ehf G``+*Rah 9'tiAl�yH_.,].,c.�i�-!t 1 00 ar, 540 scv ECC G p� c 2�C n. 1 r '+ J t0 e:: v: G@ Asti TJ SO ZA 30 WJ Yri :J TC .p v I I i I 1� 1 _ G $C(ilE 1=iii C. i'=I(}fj het 4^ftUF Lti-;z it i? qC GhLfFLnNIu.Gs&AARTtAc.]T.m Tkp0.rr� T...l trlt RaY4(,tt —_ N `_y • • E� - r '' $CAS- 1'•_ 40 0.0/7-i e 2;� 777, F� k 7, EL EVA T10N L A T —————————— F-1 _A F J _1YEET A/0, TITLE q.P rs A Document AS BUILT PLA'NS Contract T CIT Date Completed P�rT)_ No. A A NOTE CONTFACTOA S11LL'EAL" ALL OLPEUGENT�'ItEIII.ONS 11 T-C rIELO SEFOnc"'OEk'NG OR FACIFICATING ANY MATERIAL. F N f State of URID�c 10 T -117 CALIFORNIA S L' STRUCTURES DESIGN 5 3 DEPARTMENT OF TRANSPORTATION CE 36610 15 s, GENERAL PLAN '9 CU 1-JIN I HEREBY CERTIFY Tr T THIS IS I TRIJIA.`;0 ACILRATE CCpy or TmL ASOVE DOCUMENT TAKZN UNCEP.MY GIRECTiON AND C011ROL ON 1n18 DATE IN CAUF­.;­PQML141 Tr AUTI­YDTII447:ON BY Tl,�E DIPZC'Oq,7,1 TRANSPORTATIC11. ? 4i2 rL- Tube post 7.77777<OVYYT RWiC NSf08 S6U &to 22 Post(TS 2x2 x /875) I N Top of/.0,apet f AayR /t - L ength _ Le, th for payment E/ec/rolier I of Chain ✓n required)r)pe 7 - ...- } for r/bu/or Hond Rod/ng f --- --- Provide Mortar_ 8 pod l L evelino nut V/EW B-B 3 ,50 min. - 1C"O"max ^�/-O /-O :�-O"min - /O�O�max. 3.0"min8�0",ncx 240" _Ori!/cnd grout 2-,,14 3When adjacent to deck or wa/I/amt g AIVCHORAGE DE?;AIL threaded rods rn Ihole RC � 5 _�P� I See De � / �„ 1 Rai/cops S "Tube Splice fads �� ---- - —.�_ 8decp. L or fdtai - y� ---Tubular Hand Rai/inq A - -- „R ` Electro%er anchor bolts \. 9_) Rad cap' Cgncrete Barr;er Type 27R/ - Om/t chomler at electro/ler i min'33! I, x C/yt� r'VJ/ n. .T ^�'�� OECK (_7R WALL JOINT CHAIN LINA RAILING TYPE 7 CLC(.//TVL/CR 171 _ :,_ .:->.�, ;- . :. TYPICAL SECTl01� EL EVAT/0 — ---------- 4Ga. NOTES G / Go/vcnize roil assembly after fobricction 2,2or match S f 2 Posts shall be normol to ro,!ng � { RAlL C,AP ^`,^Int Sleeve ( 3 H--Q+ - Roi/ tubes shot/ be shop bent or fabricated io f l 11 hor/zonto! curve when radius /s less )hon 950 ft (TS 3x2x./875 semi/or) �— -- ^'*`� c�tm -- Roadway �_ _. _.___A_:_ ._.___�_..,_. - J 4 Tube splices shalt be loco/ed /n the tubes spanning Post `” lH I face deck or wall/o/nts. Increase joint width in tubes to •• 3/8 bolt 33/4.... `1'� Tube Post mulch exaonston joint width and increase sleeve T S 3.y?x 1875---- " Edge of slotted hole TUBE WELDED SPL/CE � ar�pet= Tu � _ __ length correspondingly VIEW G-G 5 Top roll tube sho/1 be continuous over not less than two TS 2x2 x /875 SECTION_ - - posts except a short length is perm//red near deck or post - .� i z/6r 4Wslotted hole Sleeve - - wall/ornts,e/ectroDers,or other rad discontinuities v =, TS.2x2 x./875— - p / ^, 6 For delods and reinforcement not shown see Concrete - �----r---r--*�-- 8orr/er Type 25"sheet VIEW H-H bridge plans or limits of Tubular Hand Railing. \ — 3/8"¢ Vent 4 See Anchorage TInsiroll Sil 2txu2beDetai/ Nortar oB" t df / _ fo-3/g"hex boll with lock washer Sleeve formed of _ bent thus S-1 , for sbding -- -- �<.e 2" 4" B min fit ins/de of roil tube i Pos./, ver/icc/ hu/es near and for side i T S 2x2x.IB75 pos>--- j SLEEVS- Note 3/8"nul tock welded TUBE SPLICE DETAIL to sleeve moy be rep!«•ed ! . by drilled and lopped hole (TS. 3,2x./875 similar) In sleeve SECTION A-A ELEVATION PART TYPICAL SECTION RAIL CONNECTION ®E7A/LS OESGr. idf -/e s _ � state of ". �E N�. RAILING UPGRADE - DETAILS 2 TAIL ���ti — %� w,.� � 4< /�:: CALIFORNIA STRUCTURES DESIGN er-lt'�s Ouan Ti YL'. , �,• — PROJECT ✓ / POST NILE f�3 AEI'ti.MENT OF TRMSPORTkTiON ;r., TUBULAR HAND RAiLING OANANAL SCALE IN INCHESYmfwY o°+n.PYruY,Yur u.0 aai PSA Amur,Puns o i x s WO 2 567 D/ s rYino bun.+g�,.�.,r-�»tm.t,m t C; AS BUILT PLAIUS f Contract No.DR=,_2S� f Date CompietedL2 � Document No.__ ,