HomeMy WebLinkAbout061514 2 PIGn8Profile- DLFAH'I'lYlEli T V1'' 1 UBLIC. WO — I�"''1��LNII
s Stage 1 Detour ;
DIVISION OF HIGHWAYS 1 1 11
Stone r Details
"
5.9 Standard Details. — �
1-6 Cross Sections y
PLANS FOR CONSTRUCTION ON
BRIDGE PLANS y z ' J n
i i\ �\
Sheet No 16 Deer Creek Bridge No 54 5�6 no .TATHIGHWAY
It� s
• In San Bernardino C'ounty at Deer Creek about 3.5 miles east of Upland '�',� �a� i ,`� �:�✓` � `-=_1 � �^
- being the detail plans of a portion of the route for the
State highway adopted by the California Highway Commission f..
October 29,1913
r
t
a
Deer Creek Bridge
Br.No.54-646
N
m HIGHLAND AVENUE I ROUTE 190
ROUTE 190 j
LEV
Yw
a a a a a BASE UNE `= a c a AVENUE
_ < ROUTEgg FOOTHILL BLVD. ROUTE 9 -
-UP-AND W � W? ARROW ROUTE d a a u a a a 8
A'85FR o o r FONTANA
0
lja-
- ooo
a c OJ U ~ aO 0 Y (,) a JC W N o"' a o T 2 0 o� ut w a n a: a.
5 OU < a 21 ulp rc U WW J f a I Q QZ " S <z m S s
a H 1 SAN b�BERNARDINU'u 4VENUE u 9 v = yw ~ O v in a s J o
i 1
SCALE
0 5000 10000 15000 20000 Feet
AS BUILT FLANS
Length of Project 1330.38 Feet=0.25 Miles Contract No. el �nP� Ptt
Date Completed
Erg:nte.of acvpe
Document No. 800ov 4134 Aod rearuary/9,1962
O ✓C.Womack
S�as Xgb.ay egrse,
. emI e�Ntt.ua.,a S;aS
I 7 CALIF. �I
f
Vut I sea 1 9 _ �Q" 2 9
r.
lb EK7
PCa
1
7.41 Q 0 rL WESTBOUND C!r C4 R=3000' m
an A:4.12-41" m
7)S• ca? ner L=220.51•
7'Sz OCOT 431 . ro 40. 20., ?0• u u ' yy
P
• m m o
.. .�C4an?ado 40r :�o fL EASTOOUND
�a R:3000'
CONSTRUCT BRIDGE o c . + A:5.561a5" W m
x BEGINNING OFWOJECT N0. 54-646 +�"
STA 169•22-.22 POT EASTBOUND Pow fAesrt•-irsGr"r/co-sh4S,rzresnca ^`�°s' _ o
. L:3t 1.32'
FEkro• B.*Z-L'-3�S�G/6,a�Co nrls✓16Pr•✓ror : e Remove Exist.
!Dl 8'x4' m
Telephone Manhole.jxG'%7P'��•� a 'O PCC Box Culvert
R/W-, TeICDhonC•Ca6Jos --Telephone 1 / m
r:-
C bJrs__,;- .fL WESTBOUND Rte. ENL' OF PROJECT
3 5/8• Steel-Gas:-Ploe•'. _ -
-- ---- -- = ' � r_ 1 // / SIA I81-52.60 EC fL EASTBOUND
/
169. 1',70 1 2 .3. S 88.30'02" E 4,., 5 1 I, 6 7 , S 85'23-11"
_ - 8 E
170, 1 5 88.30'02!.E 2 1200100' 3. 4 $. `h.j 6 ',3 5/8- Ste Gas Pipe 181.58' 9 1C0
8 S 87.41'06' E 1 2 3 S 89.35152" E 114
169 170 Y 2 3 S 88.30102• E 4' S
_ -Ci --6 _ 9 1.80 354. 1 2 5P.051 3 S 89.19130" E 184
---- 7 + S 83.33'07• E
�..._� 8 211-op... _9
-.:R/W«' - ✓szl�aFa�'dm:f.rrStJ. �'1Ti�'ii r•sy 6... �- 780 S 89'35132' E
�'wTeroporary.Easemt•-•enPCC- gTemporary Ea-ement 2 3 104
J •' 'Apron •i ..
SS*7 A_ r� rt EASTBOUND,.;
VERTICAL DATUM: Sea,Leval. 1928 Adjustment Chang 9qF f�� Ol.� e��c,�Ja:ro>�� Ca SURVEY AND "A3T"
BASIS OF BEARINGS: Bearings Conform with the 1937 �' /"e�"FPc;auG:J•
c n :
_x Layouts, File no. 390165
fa
O m
P. 3 fL
d Wi ' tr m ' Ory^ • N
J
W W
*' ao
A
30'
,M .30c n n o
• m n • c °
.. c / foq Seal Coat
NOTES:
20
1. Plato Open Graded Asphalt
e ,
v o `•S8 FogConcrete from beginning of
e CPCO. R/ll,,.•` S3's 03• Seal 0.04' 0 en Graded 0. ' Fog Project to Sta 176.140 "A37-
NOTE: For Details of Temporary Easements, G en 16 DC WESTBOUND p '{ 04 Open Graded Seal
y Q Coat Asphalt Concrete ZAspha.t Concrete Coat 2. Place Fog Seal Coat on shoulders
See Right of Way.Map,in District Office. R:30001 0:25' Type 'B" ACS between beginning and end of
A3.06'S1" g �----ProtileGrade: Exist. project.
fL EASTBOUND. ---Var 1:5% I. -E.Sx ► Var,, Clev
PLAN L=163.06'
Scale: L" 50' -- 3. Place Fog Seal Coat on median
A'=6'50'55• I =0:50' Class 2 ---I
Aggregate Base------ i between Std 174•75.61 and
L-253.871 8' - 81-4 end of project.
X �--12' 12'�
�••Yaf.Median
EXISTING PROFILE "A37" CLWestbound flL
BN 18-A-61 'BN 18-8-61 Oime➢Is[ons_are subject to Eastbound
2"x 2" H'6 Sp Rd Nail"b37"1.01 Horiz: 11=50- 2"x 2•H.d SD:Hd Nail bur 1.01' tolcraoces,specified in the
49.7. Lt 173.66 A Vert: 1":5 73.7' Rt 777.12 "A37« Standard SDececified in
Elev 1202.79 Elev 1201:10 �Vlli-S6d-9-,4)
TYPICAL CROSS SEC
710N
Station 175+15! to Station 176•30±
A
1210 TScale: 1•:10'. 1�,
V
1205 . _ AS BUILT PLANS
Contract No.__43-/4yi-ic
Date Completed
7200 - Document Na_80000�136
173 OO 174 00 175 00 t7 6 00 177 00 178 00
J I ROADWAYS
SCALES AS SHOWN
D.6pE.W- Dc I A"vm'"IRsm -c6der oa.
7 CAUF. i
LEGEND VIII 58d 9' p•-- -
Detour
/
CO
Y N
BEGIN STAGE 1 DETOUR END STAGE'i DETOUh =«
� W 4♦O eC 1 d=
. ro .o cy,,2� FC Cgann¢ =Ie W
LL DETOUR
R=1000' n /•? / Or?G. "� "+ �'b mI u
A=14°40'00` r yo QOr m o ¢c u+l w
L=255.98'
X Telephbne-Cables o' 41 LL STAGE 1.DETOUR
Telephone Manhole, "a
Steel Gas Pipe_
'S 88'30s0•'ECLWESTBOUHD
e
eJ 2
• 7200:00' /
\ R/141-1 ._ ..-.._ 4 I85
... � X51:.05' 'f^ 2
•• 00 5 89:06'28• E 1
t 86'00'25.-,E 3
8
.8.87'
h
psemen,_cr —
1
Temporary Easement-- FCC 4
TefiO? 2 , 3 185
!
�_� �/-_—/---_—___
'o Meet Exist. Pavemenb� 55+19.99EC
m f' n. Q Channel b IL EASTBOUND ' / RAJ
_x `rL SURVEY AND 'A37"
.G --
b �G W W � .�O � 4� .p b ^_ C rr J C ♦ N
O W b •y ^l a k V O 4Q 0 4 ± n n n • 3 J M
LL DETOUR 30' ;I v N w vv ' ^ ♦ =c j -' a j c io
R=1000' m ^ w 0 20, 0,
'A=4°11'27° ,o /v d o LL WB DETOUR �+
='1000' ib;.,
L=160.41' ^ ¢ y' LL EB DETOUR A=4.53'07`
-o o - R=1000'
26' `22L=85.26' ^
X
o v 53♦03 A=7. o'
e '96 L=129
BC .84'
PLAN I gym, i h Channe/ o 0 0 0
Scale: 1• -501 `SBCFCD q� 1205 Profile Grade,,
1205
Meat Existing
1�—\ I I I r v-Meet Existing
1200 T --—-- �
X I Existing Ground Line- I— --- ! -1200
Cross Slope or,Supereievatior ' I ,Profile +
as.directed by the Engineer Grade %-0.25' Type `B• asphalt Concrete 1195
171 2 3 4 5 6 177 1195
STAGE I DETOUR PROFILE
111
2'.� 1' 11' y�ably..—_11it.. •2/
/ Scales:Heriz 1"=50'
Vrrt 1°=5'
LL WB Detour// I-LL EB Detrur
•5' Sta 172+90
Dimensions are subject to to Sta 176♦60
tolerances specifiedin the - -
-----
StandardSpecifications - -
TYPICAL DETOUR SECTION AS B U IL T PLANS
STAGE ' Contract N3-i vL3e
x
Scale: 1"-10, Date Completed,
_ Document No. qp oil36 sracE I oErouR
SCALES AS SHOW11
nope E.piwe+ I ole op:pc`°Vioee. r ome I A--d eeo».ei.d by Dol.
G -o v J� _
Asa
7 CALIF.
LEGEND -
cul, sed
1779, Detour � �✓
X LL W8 DETOUR
R=1000' Fad• 19�F2_.__®.._
.Aw.
p=06.50'03•
FCQ L a 119.28+ .
v,
BEGIN STAGE 2 DETOUR N s LL EB DETOUR > „I
/:a4. B•Qd R=1000'
JIM J v pa' S/B A=09.24'14" a• I 'o m
ar p C Q Ch L=165.001 •N „%I o�+
END STAGE 2 DETOUR
J n LL.STAGE 2 DETOUR 9 " m A'•e. "'` "' d�m
Q
, _ Telephone{ables' "';cro roy Exist...Otrl 8'x4' PLC
anhol
X Box Culvert—
-Telephone:.Y.
R/W-, e;,'
—! ——
-- es
-TelephoneCabl %
--'—•———— _ —_,,___ -3 5/8"Steel Gas;Prpe R/1'1-1 I
_ -- .
- 1 0 5.88.30'02•-F- 1 - 1200.00' •2. ,N 84.07!32•.E 4 8800050 = E//. �H. I�ws i 4 r �p �/ % ,�QWESTBOUND
-——— I S 89°35'52" E
5
9 S 80 Q •38• i 8 87.4T1A8.:: r siM35-5—El
State- _ 7— ,._ 71.85~. 8 .pp� ;E 180 - - .12' 181 89'35 52• E 3 5 89.19130" E 4 350.05' 185
Furnished-Guaxd.Ra!Iin L 5 83•;;'07=.E 9 86.36' 67.37'
_p=__. 55 19..49.EC (.Channel —_—_ —
'Temporary•Easement-%'------- 180 82 S 89°35152" E
) I `PCC ,,,Temporary
Apron 3 4 185
CL EASTBOUND
o ^o o = I
(L SURVEY SURVEY AND 11A37"
6
a P'-AN m n Im *a w 3 cJa
Scale: 1"=50' m`v' '' `-'' J W w
� " .M� r �♦ J W V N O�
a LL DETOUR
r=1000'
A=02.22'26• a u ^ '' Cr o^�° ^ ^ ^-+ •n
L=41.43' " W 0, 2Q • oo v�
2Q1 D W D
n 30
Painted SBCFC BH
Cbiseled-"=• ElyendPCC EW '^ ,_ -."' S
Rt Sta 175•80 3'03.96 LL E8 DETOUR R=1000'
Painted Elev 1204.548• ^o �; xN BC iCAannel A=08.21124"
SBCFC Adjusted Elev 1204.543= o 1
CHC Elev 1204.61 �S8CFC0 8 L=145.bi
LL WB DETOUR
I1
A=05.44-13-
NOTE:
L=100.13'
X Elevs shown for Channel based
on CHC Elev /W .-Limit of Excavation
PROPOSED BRIDGE
- R.i FOOTHLLL.BLVD I oDpsed-levee
Top of Ps
Existing Ground Li TASBUILT PLANS
xcayate naw Channol Grada. t -"1200 r r / -.i�ofnes~Channel:.:-%:ed.Levee - �� , . 3w�3otProp 1IProposed flow Line :ew Chann
eted __
1195 i I % '��� 5=•0.01737
Document No.Joao
App ox Ground Lire @.G. of Chann I
m
O I
1190
X 52.00 531no I 54100 t 5500• i 56 00 57100 58 00 59 00 60 00
I PROFILE DEER CREEK CHANNEL
STAGE 2 DETOUR
' Horiz: 1•=50' SCALES AS SHOWN
Vert: 1•=5' ��� .
7 aL7 ^
R°IM 6q:•ea+ Dms n�:C^ Des A�l Remm"ddEY 1 DCs _ _._
EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL
'O-ng_.not Ground
�--�---•�--iI � .. til- , �'_��� �' /r ' -M.t_Grading Plane RoadwG.a"y'cut
gbefore
_P�a.cn-er
-m.
7o Ysaticncocmr eSao6yvdArdrselsR.no9smCnaer rI en-
c A PhAsra
iY�i»n
i/I 9S-
/19d2
Z
r.9'toi GrouwEmbcaBridge Construction Grod.ng sccoa I
Original Ground, Y'-'
Pipe Flow Line Pipe
KJEX��:Ifl
Apyrma!RecommentlrA'Rootlwayor0itch .OrigmalGround
�lxcovion—r -I " ' EN"ttBro nradmT l'- T-4-
Plane HEADWALLS 9
Embankment n p!oC before
PIPE CULVERT IN TRENCH When concrete is bxtng paid for as Class AConcrete Mina Structure ELEVATION A Stant Store H+g-way Engineer
-operol.ons
( ) \\ structure excovot:on.s made /
Concrete( tint Excavation and Backfin s included,n the price paid for Class A Slope o J 1
Joncrere(Minor Structure) -Q^j•uvN �' une 3o r960
CULVERT IN TRENCH Grad. Plane —
Roadway __. Grading Plane n9
Embankment \\t \ \ \ �I I / r)
Grad.. Pit -.e not
`0 D I+ D
1-� Ground . ; +� oodwo �11s artEmineuyLEce^ase No.5943
Top of Boz` ��. I I I Excavation _
l.. R " St
o0w
lbn
\Embonxment �I � �-Embankment - -='�;-- a See Notes - � r GrOM i I ,i Original Ground orG G A A D "I I D
P ` T .,., �� Plane,..,..�.1 Gr-pdm}Plane �� i.�i !
Original ound�- �- PIPE CULVERT IN NEW EMBANKMENT / /j` _ ' �r
' n I- Height of Top of Embankment Before Excavating for Pipe ,. �/.. / B '
�i
Shrl I Be As Follows j i u
CULVERT IN EMBANKMENT
For p.pe 2a"dio or less:6"above!op of pipe,or 30"max. " -`-- - `��--------- ---------•i' —
For
M
CPover24"to 90"dio.:30'ab(bottom of pipe RETAINING WALLS
For C.M P over 90"dio r'/3 Vint of dio.above bottom of pipe. dul'
PLAN Sde Sbpe
Pov.ng Notch For R C.P over 24"dio.:30'above bottom of pipe. Note' If no roodwoyexcovorion is Involved at trrwait i' ) \ '!I' EXCAVATION BACKFILL p Grading
_Grading For field assembled late culvert:'/3 n nt of clio.above bottom Structure excavation will be measured from ;'` anebane
^Rogdwo of pipe Structure Brckf.0 6"above tupiof pipe, the original ground y�
Roadway For payment quantities excavation and bockfil!concrete pipe T=min Toe of Embankment
Embankment wall thickness as shown in A.A.S.H.O M170 for ClossM Plpc,Wall A
g nal Ground For C M.P T=0.00 G ound Surface at till"
CULVERT I earn tureexcavotron �``Rd Emb
EXCAVATION BACKFILLS "y
GRADE TOP CULVERT PIPE CULVERTS,RODS&DEADMEN B Roocwoy is mod i \ \�
p Excovotion Originol Ground Finished \\\
Except Underdroins 80verstdeDrains �. •CII FI '1 i.' Slope-
BOX CULVERTS
CULVERT ct� / Grading _ w'
B P �Plone or v� ,.�., �• .a.
Ou:y Ground •3rigmd Grw;no,
rig
Steepened'Normal Original Ground , '
�- _Slope_ I Slope PLAN OF WING WALL SECTION A-A SECTION a-S
When bridge piers are in water course,quality and compaction requirements
Ton of Cut at =_- = EXCAVATION backfill will be waived and full com'ensa•irnfer backfilling the excavation
Finished Grade' -15 -=-1 ERondway BACKFILL for mbonkmem•'`� will beconsidered os inc!udeo in the price paid for structure excavation.
PLAID !
NOTE: Slopes and dimensions B -Original Ground Flow Lire-
mayvarytofitfield -:'. " .
Grading Grading Side Slope Rdwy.Emb:-,
/ -- - r
P one.
I conditions PLAN OF WARPED WINGWALL 5'0„• -`Plone,` I or
ung
EXCAVATION BACKFILL SECTION A-A to"n' 2'min. Finished Roadway
l -lit- EXCAVATION I! BACKFILL \
i,l!I �. / /I below Slope\ Excavation ••�OriginolGround -
!ill;! Structure ��, Or.gmol Roodwoyuder r I I
I' Excovat on•✓%;�/. �'7„ Ground Embankment
PlanGale 9 SECTION A-A Structure \ ^V 1�^, Ai\ Gradin
Grading _`r \ 6ctkfdl culvert �kRoodwoy
Celverr - ,SECTION C-G` rr�r�� Ptone9Plone -� - .rJ; : Flow Line o or as showni on details ABUTMENT IN EMBANKMENT �. a --!Culvert Original ( or 7 -'!I / -•I -Ground iCulvert Ongmoi GroundDitch11�.� F Flow —I'- Excavanan -I'- SECTION D-D
Line
-' SECTION - K - �i/ / / 1l.( ` SECTION B-B Ground Surface at Pune
r--- 1 Roadway--,
� WING WALL structure excavation y
RECESSES AT CULVERT INLETS Shucture Roodwa•orptU Structure -e
is mode. -� Embankment
W.When concretes being paid fords Class A Concrete(MmorStructure) Excovotion' Excavation Backfillthe \V Original Ground ? NOTE'If no roadway excavation is involved of bridge
Concrete
e(ostof inorStructure)vation and f!IlisirciudedmihepncepoidforClassA Gra ding Plane Structure excavation will bemeosuredfrom
Concrete(M.rwrStructure) SECTION B-B PLS' L, / r' TEE-c.o,
r
WARPED WING WALLS ` `��� ` ✓ '� tlwoy - the original groundvgt.on
Ditch ROADWAY PRISM �II'I- -•Il"r--
Ezcavar.on - -----____-_ __,._ _ _ _ SECTIONC-G
RoadwayEmbankment Roodwov } 3
Excavation Excovotion ��QC's fete 000 ABUTMENT IN ORIGINAL GROUND
To of 'I, ' �RegardlPss.of �' GQ� �Q
cur Bitch II I Ishdpe afgutter ;, OQ�g Go
N0 BRIDGE PIERS,ABUTMENTS 8 ADJOINING WING WALLS
t m
All Ditch Excavation _ I I { t II. ! I '; Q'CU`'` EXCAVATION BACKFILL EXCAVATION BACKFILL
5'min. t Q r�i ' Embankment orEmbunkmentor Embankment or r Embankment or
eencn 1 I I Original Ground incl GroundIn
Gutta ( Original Ground r Ori"' ' 9 Construction Joint
` Original Ground j n" Original Ground
PAVED DITCH
Gutter PMedian
Plane g
Gradin
Curter I n `R�orDitch ,' `Ditch or 'Roatlway or Ditch r - Construction Joint
Excavation %: 'Ditch or
Original Ground Excavation . , Original Ground
�5 1 Contiguous Gutter ll•-
Top limit'of structure excavation and backfill is original Top limit of structure excavation and backfill is original
D.rcn Excovotion ground.f ditch is not excavated. ground if ditch is not excavated.
Payment tar jt ” " '�:} `%' aitch MONOLITHIC CONCRETE SLOPE PROTECTION CONCRETE SLOPE PROTECTION
excavation included in they WGrading Plane F Less than 12'
pricepaidfor Roadway Excavation. DIKE AND GUTTER Roadway LEGEND
STATE OF CALIFORNIA
SLOPE ROUNDING Payment for excovotion and \ Excavchon I I DEPARTMENT OF PUBLIC WORKS
bockfdl included m the pace ` Structure Excavation �� Roadway Excavation
for Oikec. ;i I
_ DIVISION OF HIGHWAYS
1Vor more- i-•- Structure Backfill . .\\ Roadway Embankment EXCAVATION AND BACKFILL A B2-31
ROADWAY EXCAVATION—DITCH EXCAVATION Ditch Excavation ® Original Ground63^1 `�V 13�i
I -f�•
Corrugated Metol Ro+l•ng€@meet-__
19,/969
-- - _ -__— -�•�-sa.� a-s-.�.-c"A.-ROVE sccnoN «"a ...._.
n__ /!� V/// SBdI 9 A 8 5'
. -- \TopPl
Chonnel Rodmg€lernenl- i.T.:De't o' r to fit
111-U.
eF CI.
�•' �� a' -.G-- -- �4'� -Return Section
t
8"z8"S4Sxi•2" 8"x8"x 1'-2-S4S '—"'s'xK ,c•,[i" c1.x rr:w[c"ucrvs[r'o.sir
t " r. D.FBlock
Or Blocks F-6 3-CtoC---- -6'-3"CtoC ' 4/z I " -9�-
_. 6 3•C t,C --- i 2 S "j .ueo.co lYO{i'01G�'_.✓'/
_.�..-_,- 1 ,
Machine
with nuts,washersand
3x3x Vz"�_- 3 Expansion Units per
bo.t._ se m:r a"ae"w.i
e'x[u+tca1+,sa[M
O.S9C5
-- '- ,
T
• " _ _t__ _ _ /""Machine
6 n 8.2 x 12-5 min + 1 _ - 7.r '_._-¢-r--= -t._= e
1 b - - - -- -- -___--____-_--_--'---`_ __ _ Olt with nutfIt 7 m� Crnage ,3 8Bolt with Hex Nut Lop+n direction of traffic I6"n .2*
Ground line ShoulderSurfoc. ----------•------------ i
•• I `8-x8545:fi-7 See Detail A top of GUCD under roiling �- O
� ,r^-3 Expansion Units
In DF dost _f a r per bolt IS/gR
�' r ( T/32 Did.hole I 2-3"Clear reflectors
o - back to Dock on two-way
I Ll _ roadway.
Finish Grade 4 ,�
_ 6666 m
All nuts shown to be hex and DOUBLE BLOCKED-OUT METAL BEAM BARRIER -� i
placed on outside except roil splice bolts
DETAIL B Holes for
Bid golv. ="
nail. !
Post�. „ ( _F
i .,g xi S:,:..,channel and i +� -
CL ' so1'ce R- for a Co-oge
f77 1
I.. Bolt with Hex_Nut z
------ -- - r-
-jl-1-----
----
_ I Metedol:.080"Alum. Reflectors shall be center mounted. '
�L 2",eoted DF.
to 18 deep v• (6061 T6 Alloy)
[No,
Hmes for' I �- - CJ REFLECTOR ASSEMBLY
orr+oge , , � SAW TOOTH INSTALLATIONS
with Hex(
[ - -=� '-t—- to
t
12 6 .. _. _ - _ -
- - � —;-- — - AS BUILT PLANS � past Balt S1a. `'4
'-- --- --- ---; :N 4gxex5 Contract No.�3-L�vi3eL '
—�
'
Sc
IP tOj •' Lop.n p"etl+on of Tro he
------- -- - --- -- ------- Date Completed 1
t
1" 1 1.1�--I:- � ' 6"n s.2 Document NO.�ODn0413,6 f terminal
^� r1r Section
8•'x 8"Rouyhz5'-0•
0 F Post
DETAIL "A' OF BOTTOM RAIL SPLICE l
(Roil Splices to occur of Posts only) f L METAL BEAM GUARD RAILING
Roil -2:1 Satter
€ P 1-3"Clear reflector on one-wayroadway
Ground Line. I — 2-3"Clear reflectors back to Dok on
Shoulder Surfacing /Reflector Assembly
c _
I or top of Curb E Cu,D race two-way roadway.
under roiling.— a O.in Pier --j•- o-3 -- - 6-3,
— o-3• — 6-3" -.- 6-? L._ - c
\ - 3i -� E
x..v p 2:1 botter
�t x E In �� C qt .i Tolerorce _- 3 ., ��
v•w �� E I \\ _ ea an 1 1 - ,! Cut steel washer. -1m
oma. sse-x cs �'\ `y _ �I, t S ___ ___ V'
M\ - R _H—Jam_ - p 7 i _+s? _ t_ Gr xsnd line,
o a 1'- - o^ siti Carriage bolt
-1 ri• cw t.•ocxs tofu-� r" with hex nut. Shoulder Surfoc'u.q
8"x8"S4Sxl'-2" - - Vcr-- -- See Detail$"
D.F.Block. I 6; - - 21 ' - or top of Curb
8"x8"S4Sxl^2" - under railing.
�`^-11.� - --- --- -' , �L oov Bon Slot __ D.F.Block.-
_, — �. __ ---- _I .. s -
_ N BLOCKED-OUT METAL BE,QM BARRIER J-. -t2 z,Lop °R 8 x D"Revghxs
=^ I Note:Rail iobefrstenedtopost PLAN-ATBRIDGE PIERS OR MEDIAN OBSTRUCTIONS
L:6:
o M DE Post-- -1m
s/e Carriage + as per Manufacturer's instructions. _I I :ti,_
__ = Posts PobelO'-0"c% i2 _�
Bolt with Hex --- '
Nut I METAL PLATE t R u
6°n 8.2°x12=6"m" I a " ,
Vat Width 1 2^n:- 4i^�2"I-- .
r I I GUARD RAIL 2 2' -••�2 d 4 Sym AD't ONE-WAY ROADWAY
Post Bmt Slot Shoulder I`
�,« I , �E.P- ( I ' I 1` I O O �`-�Neutral Axis
1 METAL BEAM GUARD RAILING
x I N I O ar%1e Slots �Jj
8"x8"S4S s L f O' 1 , 2q Stc•I x6=0"OE Note 1 p 9 �n -- D STATE OF CALIFORNIA
I peptn varies where bridge piers �v Normal Shoulder I \ (-- 1-- "` 12 Gage DEPARTMENT OF PUBLIC WORKS
re located on continuous - u x,a slots I I-I - I�, U.S.Standard DIVISION OF HICHWAYS
toohngs
Edge 3'— I
SINGLE BLOCKED—OUT GUARD RAILING a
RAIL SPLICE METAL BEAM GUARD RAILING AT DIKE SECTION THRU
METAL BEAM BARRIER All nuts shall beheIxagonal TERMINAL SECTION RAIL ELEMENT
(Far Dike Detail see Standard Picr, A73) BARRIER RAILING A77-5
I ICwur. I
Pavement Edge—, <= NOTES L Do not black out rails at end posts. 70 orrwmonyo/onsea•d FPb!��ary /9
Curb Off$ei 2.Use timber shims without posts where rail to
Variable pier clearanco ir,!ess than 15"(See Detail C) Oi VRiCT COUNTYZZMat ROUTE SECTION
Variable Offset (Mul"ples of Guard Roil 6, 50'— 3.On median installations w ere tootin s between V/// SBd. 9 A $ 9-
(9,Max) See Note I � �--'— g`
X . L —_———— I _ — — _ 2'ond3'of surface,post may be embedded less 4PPRovAL RECOMMENDED
= o ��� Shoulder than 3'but not less then 2'When footings are
50'Parabola —"•I � `? > I a C 2'Min� �� - I Edges
aless"hon 2'from surface,ottoch to piers using
. la' CiN Engeyer Lamre No.7603 4
6 See Note 2 See Note I Detail G.
50'- —.I Guard Rail Bridge Rail
Pavement Edge--"' � -
T,offic Ery7mv Cml E%0—Lre—No.!.op9
TYPE 3 FLARES–DETAIL B
TYPE 3 FLARE–DETAIL A —�p Ap�o..�. ✓a��uary///9c2
GUARD RAIL-.BRIDGE RAIL ALIGNMENT""~�~'�
�— DOWNSTREAM FROM i RAFFIC 7 -S_IM,.4,g"E g—
`/LJ [knee L4emo No 59•S
25--y Pavement Edge Surface cf
Bridge Curb Line (or Median Obstruction) g°QQ �� Shoulder Construction
--------vc-----------------------�•-----
--
9' 1'-3"M-ax.
r !50'Por Max. — 2 Min. s.
obo/��� 2'Mox.l 25" r-- 2-/D dMach 6olt6
1� f L �_ w/rots,washersand
\ 3 Ezpansien Un to
X 2: --
=dam s/g"Mach 3"x3"x'%
48, I ¢ i - Bolt w/nut- ----� j per bolt. '
US �°rr o y=+ Imo— ------
2 Min. ' ..
en/, N,3 L%4 2%4 - 3% Min
e \ I I Use one 8"r,8" bloc. _ ° �• s
rMloAo,a \ I I
See Oetoil°o I -° q I 8z8xI'-2"S4S �� +
rck
o _N OF Block OF Thiclalesslas rewired
019 1 — Finish Grade-,,
p = When space,does,not 4
one
3LOCKOUT DETAIL-ELEVATION SECTION A-A
Pavement Edge I L' l0 from1shoulderrinstallT If'I'I
TI-.—_ _, — rail at paved shoulder METAL BEAM RAIL OBSTRUCTION DETAIL C
TYPE 2 FLARE I to edge. ,
MEDIAN RAIL Var.
d _
W ! 3' A 3' Min.of5'o( rs SIGN
X r_8'-7 I Shld.Width STANDARD
—�— 2 Chamfer '—T. E I
—2) —
AP
4I .32lane highway 44 °rn I o !, —k w I I
-- r_ 3-3'Yellow Reflectors //u L� 44�
—� -
It on Rt.of Traffic Flow O %/ I I c I I , E.P.
Matti-tone with median strip on bridge H ,
r o'I For embankments st:eper I f �;,
_..s
3-3'Yellow Reflectors I w I a=, D+ s I .:•`r.
on Rt.of Traffic Flow I .. I E I - N than 6.1, W is distance lv- ,D
v a a d v l hinge int. _
-- Guard Roil-- E •2 ii I g "+
Multi-lone with separate structures U1 I I s I a w l \ O l METAL BEAM GUARD
–` a Guard Rall N i °I RAILING AT CURB
m
-10'M in. o') �I
`cl m 11 I t u'I
Point White N --r— - - - --- -- --I-11 45'-----__
Q i r o O I 1 W ) I I W*r I 9# \\\large ground mcounted 2 Gutter
9'Mox r
H:l , i „oT P+ (When W<A+6; Use Detail"B") 9 Max. \signs as directed by I t
w t the Engineer
MEDIAN INSTALLATION SHOULDER INSTALLATION N \� Post for 19 1.15 Flare ` R,25'
( SECTION•C-C CLEARANCE MARKER SEC.B-B overhead sign Equal offsets `
M
Q) Offset mounting an Garb of Type L=With 3 Yellow Reflectors AT BRIDGE AT BRIDGE
J o end of bridge TYPE 3 FLARES
— 0 Z N
_7 C - \\ —' 0.37.
p Widen for pedestrian walkway __
U o) jBridge Rail End Post when required. 'Min
G U E C /Guard Rail Post Shoulder Edge Y. Metol beam quad roiling
i —————
TYPE! FLARE with pastsC 6-3"centers
C U Clearance tifarker LENGTHS 28'Max. ►!
p o o / �_ i I W L w i --!i L !i L— GORE INSTALLATION
--- -----
Q ____[- ____I_ _ __i__ __— 37' 3' -_ I ` w�ie w,; SHOULDER IN"TALLATION NOTE Place guard roil only when single-post
_ AT SIGN STANDARD overhead sign is used.
Bridge 50` C" 75' I 87=5 100' 50'-O" 4' L=12.5 W wi4 `I \w f6 W
Curbs Pavement Edged I Bridge Curb 62'-6" 5'
X Offset a0 75'-0" 6'
X L �— 87'-6" 7 `
STATE OF CALIFORNIA
100'-O" 8' L L L I``L `` DEPARTMENT OF PUBLIC WORKS
TYPE ! FLARE X2. /°--I--/°- /'--�- /° DIVISION OF HIGHWAYS
Y=W LZ TYPICAL PARABOLIC LAYOUT GUARD RAIL FLARES A794
SHOULDER ENCROACHMENTS Mor LT)
14 V 1 (AT PIERS,ABUTMENTS,SIGN STANDARDS,ETC.)
_ i
III�� 1 ICALIF.
1b-=IV Dlfn 60.dW-21-R
BR" "DR° nl com aoure eeMon
V/.//
/.//S.Bd 9 A 6 9
T O 1 °' '°' dpPROYGI RECG.V.MENDEC
1 ' DETOUR:01
6x6xd-o" -' ' o°o ° ROAD '0
2'xl�'xlo-o" 0 0 0
2"xtix2'-6" 4 °°° �a, ; CLOSED
Q "pi t i gyp' Fresno -*- :0; p --
° Elpmeer of Oe uqn
C+d Fnq�netr Lrpp�nse K.7603
o'
App�oYegOf4'E�1O 2r 7,19ei
Traffic
SECTION A-A r SW0.1
hfigmey£gntet
--9'-0" 9'_°° \ / " ill Erica Gcmte Kp.5945
TYPE A \\ \ v o sr-s•
NOTE: Signs to be tarnished by State TIMBER BARRICADES
All timber to be S4S. 10'SECTIONS PUBLIC ROAD INTERSECTION
Use I/2 Carriage Bolts with Cul washers and nuts. SCALE I""2' I Variable Traffic NOTE:
R=120' _ O,r�tton oMinimum spacing 5'.
R=120' Spacing to be bar length between S'and 20 spacing
R=32' 31' I R=32' Maximum spacing 20'
A When length is 15'ar more o 5'bar shall be vsed of each end
4'x4°x4'-0" -- IO' 0.' i IZ' TRANSITION 2 TO 4 LANE
� 'Co 2'x 9"Xe-0' I---100'
Edge of Pavement �Sta°dard Do„ble Stripe by Other��_
ao a - - -
o •g Edge of Povement h 50'-I
2"x6"x3=0" °i - -
v �-
�2"x4'x l2"Spacer M 33' Vt0tp2o
a R-
2'x6"x3'-0" o. o =s
variable
SECTION A-A T'A 0" PRIVATE ROAD INTERSECTION
TYPE B
DIAGONAL P.AISED BARS
TIMBER BARRICADE
B'SECTION
SCALE t" 2' .
Shoulder __
1 x0.33. T-TRAFFIC BARS
0.
I�I
I_ Surfacing - 0.12Mii -
3'
QL7'
0.17 DIKE o.oa Rad,�,,� 0.04 ' 0.0a'Red. 45° �ar r a,rz aoe
a25'Max-L aogRed ��
0.25' CROSS-SECTION SIDE VIEW CROSS-SECTION SIDE VIEW
Dull,y.0.28^ TYPE A TYPE B
Variable Cut Slope II
0.5' jy materFill ial tonpact with top of dike
excavated
RAISED TRAFFIC BARS
�0.!21min _
Shou;der Edge---Lam---- 3^ �
0.5'DIKE —TYPE A
0.25' �42t' Variable Cut Slope
/p� �_T PLANS F_ _
B .y �—- Fill and compact with excavated
hS �3�� C0.5' ' ' —material to top of dike
Contract No. 4�CompactA.C.agoinstexcavatedface
COmp�eted�— OJ2 Mir.. -0..42'\%2:1 or steeper
Date Document No O°pO 36 Shoulder Edge._I Min. STATE OF CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
0.5LDIKE —TYPE B DIVISION OF HIGHWAYS
_
TIMBER BARRICADES,RAISED
G3- 14V (3 C I TRAFFIC BARS AND DIKES A73-1
To acaromy veru Bond
F
2" � � _ r� ICT TY E SECTION_ SashQk..—
%s 3k Bolt By Others Reflector Flame °� SBd 9 I q •7' 9
rr+caa.uowr"x••
! Metal Post/ _T I---15"� iv •H
in Post. .o, �' e
Section Target Plate-
00 T
_t I Iz ..� -i- 3' M $hWIdN +•I -- .rv.,.ru cm.wawa.arc(xs[•v o.ts
_ I arrnor[e_ MEM-7 9C/
I/2 rc.. - 4 �Q+ �' Top '� Yellow Reflectors io I
ii I n r Bracket--• m _ of Curb � -I _`N I - --
ii 74 Slot-54;Wide • •; a � T' rg - I, Surfacing .-2,—
3Ys 3"to leccttor�Wacckett for o Post- V
GUIDE MARKER AT DIKE
Ikt u u TOP VIEW a u'!R n„ Cma I+i"Ll"vK("H a b.]
Concrete " 11
11 If Bracket to be I/;x2"MlldSteel See 1.
Ptlst , r `t� �0"• - Detail A
h I '� t pahron¢ed otterfobriartion. I - 9 I T
413arIf It
DriN«Punch 1 TIMBER METAL x I
• 1 If 11 For Steel Guide Markers or +� °i
11 „ Sbt in 1'
4;;Hole ' DETAIL r�A° ` c e
, Culvert Markers when splleMed. c I
°'BrON°'". ,• HORIZONTAL REFLECTOR MARKERS W61R o
E ° POST-SIDE VIEW E c 1 I G t
11
Aa
11 j1 1 1 PA �
n r " SIDEVIEW TWO Lone Rood
Chamfer 31sT 27/s
BARRIER POST SNOW POLE BRACKET a rBe I_� DELINEATION OF ROAD INTERSECTIONS
1 3-3"Yellow - aS - ;t+ to I I G10a� 11 ^\
6% .E 3h lt 6 y, + Reflectors a a i
�
Target Plate %_ a iv /, r See Details �� iE'' leis • syK —�� c of ic«a
fp ! iQ 3-3"Yelbw F o Is o F F
z I I . o Reflectors
SECTION A-A
Paint
1' 3' % % White fi v _ F� K p
/;`"r` I=5y-•I SawC o METAL MARKER POST "- F
Top View Top View Inside 3 •O.D. F -!G_ K . —^G y
CAST COVER DETAIL 'P!go
""n N c '—
�p p�pp '4! F 1
Cover --TT WELDED COVER DETAIL OD A► N ° IFF
6"GaNmized Stfndord �� N 3"Reflector. i� G
+ co , . , ar-g° Expressway c! IWLeo el IsettonConcrete -L O00
" /Z Cnomter
Y O � iv o
Metol Plate to be O •*
fu Ished by the rva;-: .tn.• ktl' o o
SLOT/. =J::$!::
Cktss A«B -,Y:;.,;;.;,. F«use with �-) 2 2' ��: � DELINEATION OF TRAFFIC ISLANDS
_ I Concrete. =iiityf m one reflector I!4 TIMBER METAL
A N
For use with 2«3 reflectors
STANDARD STENCILING FOR CLEARANCE MARKERS 1 '
a
E o 0
G I
«16 oia REFLECTORIZED CULVERT MARKERS ; lt p 'Target {�. G G F
Z� �n� TYPE B 2 a
�l 12'=—
J Met61 Plate to be
0 I"Chamfer furnished by the St rk STATE OF CALIFORNIA a x F .moi
a DIVISION OF HIGHWAYS I-3"Gear Reflector �o �e F G c v
p p N Q
�. SURVEY MONUMENT _ all sides of toP ;� i Freewoy
L a) O a ClConarfNe 116bo w MARKER --c a a La . ( � o a , o "`ul mm
O Qz a Point n Point Ohl, N r N 4h "p Single 3"GsuRefkct«scontinuouslyonright ofthroughroodways
z E I C n n(� .o Black N Block \N :satddaard spacing on currvves as directed bngs y 1thEngineerent t�Typand
F
U I� - I I"Chamfor •i I228� --Stencil W « FRONT REAR FRONT REAR Ooubte 3"YNlow Refkc nrs on right of°ccekrotion and deceleration
U O Q) TYPE A m ((�� ttt,,,JJJ OD Ste ionto
E «16 Da. new k N InBkck ! TIMBER METAL
U 8496 PO C \N lanes and es at si romp se,Nbns at directed
spacings and an outside of
//� GUIDE MARKERS
�/J C �- () N "Y1 0 ama curves°t ffondard a{r f Ing as directed bt the Ehgilatr.-Typ►G
o a SURVEY MONUMENTS ISD - v € I"Clamfer' Whl`�ite o p Y
Q p - p , Use type specified a cs shown on lar.summor
'Q C�C)0 Point �t,l F- Enamel a Triple 3"Yellow R^iketors of end of occfwerotlontone-Type H
Whitt !
o a 4 I _
3 DELINEATION OF RAMPS
N ro TO DISTURB THIS MONUMENT Is fx GUIDEMARKERS
�— 1
3"Cir oto] Culvert Markers fo be
/it 6" PUNISHABLE BY LAW T� (" coded Type A-C.M., Type Calor Front Back _`+ ' I"Db.
E Type E-C.M. Etc. A None Hone n f RSikctor broekettwed tomo mount
Point E
Clear I 3" !-3" « 1
I 3sR 3refkctortoboekofGuldeMorker
Orange o "'^^ 'WY „Hn o F Clear 1-3" None 1 I"Di0 BraPoskersanCurves.
1 (V G Yellow 2-3 Non[ a with tsanalreflectors/0be veattached
(.--_J��___� V�,YI _{ H Yellow 3-3 None .� I ♦Grain+ with�;blind aluminum rivets. a
is I,J.,,� 1 I Y lbw 2-3 I- 1,4
Letterinone FRONT REAR FRONT REAR STATE OF CALIFORNIA
6" p Horizontal Reflector Markers W61R
f fopon , t11'�7 Material-Abminum.OBO"!hick
Recess be a v! i ji TIMBER METAL K Yellow - ant (6061 T6 ALLOY) DEPARTMENT OF PUBLIC WORKS
Ar.
1/4i in t,1/ Clearance Markers I hole T/�di°. DIVISION OF HIGHWAYS I
�� CULVERT MARKERS L Yellow 3-3 N k�dp
R/WANDACCESS OPENING SURVEY"MONUMENT MARKER To bereflect«izedwhen specified«asshown MONUMENTS
S
MONUMENTS on culvert list, All reflectors to be center mountod. 2 holes Yi dfa. AND MARKERS A74-5
__ REFLECTOR BRACKET f