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FRA STAT[ FLDERAL FROJ LCT NO. FI/CAL sNEET TOTAL l { M OOI-O DI V.NO. YEAR NO. /MEET/ CALIF. 16 Copper wire + i - X-SJ-FAS 906 6' lonq M DURHAM FERRY ROAD . Widen for Pedestrian 'Fos- r/ d • 1-•� D.[T. couNT R- ""low /NNOR aM[AL Brid a Curb Walkway when required I" Chamfer 3 - 2 x 6 x 20'-0 Rail 81(x 8"x 5'-4"Post g -� os- 06 cZ) i3 /3 I _ - - 12d Nails v iO Shoulder Line _ _ - - -- _ y1 Y 14" C .10 t Approval Recomm n ' _.- fi 3i4 x Carriage bolts i' lie x 14"Carriage bolts iv v A/ valent St/te Highway Engross - ` s-. - with cut washers with cut washers Dike Letter In one - - 40 of so' 60, -7o' so R 6" APP o d- 5e tember 7• I_950_ I L face o 14 ace s Al rt n to be 1/ inch. -- ^ -- Edge of Pavement Cn I I -- I ttState HighwayEneinaer civil GvenaeN[2-- 084 E Y=W L�[ 6' 8 " - - Ff --- 6'-8" ---1 1 c"00 To sompeny plane aged FRONT ELEVATION I I �� Rail W = Offset from bridge curb to edge of shoulder _�-� R/W AND FREEWAY ACCESS MONUMENT �I L = Length of guard rail SIDE ELEVATION of - X - Distance from beginning of guard rail at bridge -3/ *Cut washer � Cut washers TAPER FOR SPEED CHANGE LANES �I Joint Joint ON CONTINUOUSLY CURBED MEDIANS C cn s .n A Y = Offset at each post ❑ Metal Plate to be W - � �/ a ---- - furnished by the State o' I . y d , ------- --- - Edge of Pavement Base Line Parallel - Pavement ** E i r • 1,66 Y Countersunk full depth `12dNails Joint A ----------- -7C ID {� X W=3' W=4' W=5' W=6' yy= 7' WZ8' PLAN B s C4rb �I 9ent C stc�oN AA � 10 0.12 o.n 0.08 0.07 0.06 0.06 LAMINATED GUARD RAILING Tan ' ' X Offset mounting on curb at 20 0.48 0.4a 0.31 0.30 0.23 0.22 - \ I6' Dia AD = Taper Length D' ;` end of bridge 30 1.08 I .00 0.70 0.67 0.52 0.50 6' Dianative)i A B = BC = CD x � AD Width of Speed Change Lane is' 40 1.92 1.78 1.25 1. 19 0.93 0.89 --�Traffi c FI_w Beveled AB' & C'D' are Parabolic usually the same width as the 50 3.00 2 '8 1.95 1.85 1 45 1.39 Curbl � - Ground Line Edge Curves adjacent lane 60 400 2.81 2.67 2.08 2.00 - 2 Zane IRI via ___ - __ P ______ __ - _ _ _ _ �, •c _ __ , 8�' _ _ _ The following table gives offsets from a BASE LINE parallel to 70 383 3.63 2.83 272 -- _ �- - the EDGE OF PAVEMENT at intervals measured from point 'A' 80 5.00 4.74 3.70 356 _ _ Trafftc Flow Add "E" for measurements from edge of pavement. -� 90 6.00 4.69 4.50 - 9 Multi -lane with enedisn strip on bridles 100 5.79 556 - -- Class A or B 10' 12.5' 12. 5' N Concrete Offset from BASE LINE LENGTH OFTAPER , FEET -- 110 T.00 672 -. Flow DD'=9' DD'= 10' DD 90 120 150 180 240 270 Offset fmpar edge of pavement = Y• a. 800 e - traffic DISTANCE FROM POINT °A" Ltulti-Lalli with separvle structw'es _ •J, (a)= Offse from pavement edge to top of bridge curt, face 7 v c 0 0 0 - - - - - TYPICAL INSTAU.ATION OF METAL GUARD RAIUNG AT BRIDGES - - - - ' -- - a _ 15" Square 0.14 016 0.19 7.5 10 12.5 15 20 22.5 or 16' Dia 0.56 0.62 0.75 15 20 25 30 40 45 L-- - Traffic Flow -� TYPE A 1.27 1.41 1.69 22.5 30 37.5 45 60 67.5 " Chamfer 15/g" clear Reflec`vrs 1 �d SECTION 5'to10' S'to10' 5' to10' '1 Valve Boz Cap 6'I -f-* B' 2.25 2.50 3.00 30 40 50 60 80 90 Raid Rail �'y * 4.50`' 5.00 6.00 45 60 75 90 120 135 L 2'1 Batter -- 7' Rae - b' �� Standard Double Stripe by Others '�t Weight Pipe. �- _ C 6.75 7.50 9.00 60 80 100 120 160 180 Pin a Raint i N' � . set on concrete. 7.73 8.59 10.31 67.5 90 112.5 135 180 202.5 Black © X61 ck N F ; ;, 6WF 5.5 beam 5"std. u Metal Plate to be 8.44 9.38 11.25 75 100 125 150 200 225 o { pipe with weather variable furnished by r . D• 8.86 984 11.81 82.5 110 137.5 165 220 247.5 -� o \ 10'to20' L the State. o Ststtcil 0 0 strrncil °' a E tight cap,or 601b w class A or B ° . e; 9.0 10.0 12.0 90 120 150 180 240 270 StationCt $}a{yon _ E _T rail cx equ+valent 0.33' Concrete ; ; a Where Edge of Pavement is a curve neither base line rrBJack cn vim In6lack 'o �� ti section - i ° nor taper between B' I C' will be elan ant. Use • W Q v E w _� 7 �w� _ ° ` : P 9 proportional Pe,i M c•> a Pai rtrt �+ i s offsets from B' to C' WI„to �+ ,¢�, "` wll�i e I r o.oe'Rad. I o.67 o.oa' o.oa'Rad. 45° Q12 i, 4� * The adopted offset °E"is usually 2'along outside edge of f V x k m 1 0.03 ,. m 1 pavement but may vary in some cases. co 1 I„ 2" ` • 025'Msz.- _ �_ �0.08Raad. 15" square ,( x °A a .r+NSM -I- �- 1 li II A i y ii i A - tis- -1 or 16" Dia. K \ " 1 �; i CROSS - SECTION SIDE VIEW CROSS-SECTION SIDE VIEW TYPE B ® y 4 1I ( lour , T o I a TYPE A TYPE BA A SURVEY MONUMEN/TSA _ARAISED B A R S W61RX A I A C CC t► w FRONT REAR FROST REAR SEC A_APOO/TGMIGER Ail ETA L as cTe1fivabd news Irma achans 1 D p D D A I' W 61 R -NIA p D D D Culvert MWkersfR>efllrcfiorized why S{vec"'ied or s"a on Culver+ Is, � 8' Round Hole Set post in position W61 R CULVERT MARKERS ane fill with Clask*F..CL Max J'Agbregate 1„ 2" b «< \ TerT�et Plate POSTS FOR METAL GUARD RAILING z Chamfer---, ___ a c j' w61 R PUBLIC ROAD INTERSECTION "� ANNCbeerRefillecivc Fame i/� d Var. W61 R with R= 120' X �-� ) RePlsetors' 2• 2• � � Reflector Frame -- 3-3" Red Reflectors on Rt. m * Red Reflectors R•120' of Traffic Flow or 2-3"Cle9r / R 32' 2 ' -• ° T \. Reflectors on Lt.of Traffic Flow Cr n �1Eaar 12dlerlss ©~ ` �• Red +.. shaEn an rias 4 //i p v \Q R=120' 3r R=120' i g _ - cD & p ° 49, 0 00 o m A A v \ 7 T Nd f3 -A r' .0 �-- W 81 R A 1-�-100' Edge of Pavement o •' ( I "' v Moles Holes io Reflector -0 o o A A 9 3'YdbwRefledors I Frame E >r � c C - M _ d I I F [ C.r� 4�4'S45 Timber Poet Red .tiers shown c e ° on Dins N % a Edge of Pavement plaaerMnt� 010 3 pD D D qt W61 R to D D ~ 33' i • .I , , N « b _- « D R=25' R•25' .� b , 12 d "Is i II N I 1 W61 R «c g Var t iD d o LEG EN D o GUIDE POSTS 1 - - t A IIA I °-��-+�+ . °-•�^ -w ,� 1 I r ' ' 1 Guide Post Type Reflectors PRIVATE ROAD INTERSECTION b t. 1 INu� CT;i 1'xMxB'Timber I � I+ 11j I I ¢@ A 1 e1 11 11 (""" `^`1 �, f " ""'1 `y,[ ,1 �, For details of I , i., - A Unreflectorized Color Front Back Blocks ' I i ;i d; metal post see I I 5 " 3 p 1 B Single I b clear reflector A None None VLt' il„ L ,�L____ i , , I I „ STATE OF CALIFORNIA L� L GuidePosfs I ' C Three I clear reflectors B Clear I- I s None DEPARTMENT OF PUBLIC WORKS FRONT REAR FRONT REAR i i I C I r -I , n Note: sae METAL TIMBER TIMBER METAL L-----� D Single 3" clear reflector - " ne DIVISION OF H IGH WAYS CULVERT GUIDE HORIZONTAL REFLECTOR UNIT W61R CLEARANCE MARKER E clear s-1 ° I-1 STANDARD STRUCTURES MARKERS for DELINEATION OF TRAFFIC ISLANDS SK A-A Type E shown. For Types A,B,CED GUARD RAI L,GU I DE POSTS.ETC. See table at right A v1/ Revised - -58 Revised IC- 18 57 Revised 9-23-57 KeviStc 5-L3 57 Rwt Freeway Revised 10-28-55 8-51 Raised bars i Wal Gard Raiiwlg culvert Marke-s t Reflectorized Revised 5-23-55 Revised 12-54 Revised 5-354 Revised 1-20-54 Revised 9-25.53 Revised 6-29-53 Revised 10.2.52 Revised 4-3-52 Guide Posh culvert Markers 4�" f Surrey Monuments Culvert markers and Guide posts .Posts for Metal Guard Railing Culvert Markers Pick out Holes Road Intersections Spnd Lanes Reflectors Dike