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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
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TO CLAREmpr:Tm
TO SAN SERNAR3 r'
Ji _j _ ROUTE 66 GOTmit eEvo
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F n ,,, WORK LEGATION
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T- - - r .n E� r«; —<r _ '�� SAN BERNARDINO COUNTY
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;TpI rao l@ I DELETE
r 2 CHANGE THE SEES R � � iN RANCHO CUCAMIONGA
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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
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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$?Ot 257y01
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!RE4i'EBY G..,+T LFr T6WT tV S4(S A TRU-A7v0 ACC'JRATt COPY.`Trig AHf'.1`OC -I TA-
` jj T MER W.OMECIION AND COf4M''-_ T}'S oAT0 ITu SACIV+�tro CAL]Fo'CdA F444XIN4T TO
' X .+lYt— AUTI JOWATM_N By rej. Dl.%CTOROF.FuF.HSPORTATiCN.
Cit C_ pIted — -
1rt �k$. ' 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
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