HomeMy WebLinkAbout1704-2Ae Ce DIKE
SCALE I" = I'
NO TEE.
1. Dirnensi oris shown are su6fecf to fo%rar?ces
s el/" ed in the Sfar7dara,S,oecir�icafions
2. Apply coq seal coat lo a// 4. 0. sur,6aces no f
coYered with _t"11011 railed A C
y:l
q .
3. 7/7�'��� \ .:,.
7_ya ca/ cross secyi on Transi li oI7 a'/ign�enfs
vary as shown on the plans dor the �o/%`Ding GX
/-0 /- / 5� 1 / -_ -/.,.
a Sta• 55'1-19 P7 =-to
Transition hinge point /erl a�drl�f� from
2.a1' to 4P'
k Transition A. C. Digs /&,,c/ from 20' fo 38'.
Transition A.C. Dike right from 20' r o_-, ,
b. 5ta. 4 9f 70.88 to 61o' ,5"4 � 28. /6 - �
Tr an5i t1 on hinge paint /e/'f aad right groin
42' to 98.' �/V4/
Transi/ion A•C. Dike /e�'I'7rom 38' to 3.d .'
--
c:
Trns%fiorj-=As O.-mike=right=f�'a=fBLfo_-�
Pa. 82112.08 to Sfa 88 f 95.69 -
Transi lion hinge poi' t /e{'t and ri hf from
38 lo 42 .
Transition A.C. Dike /e&/rom 3-�' 16 38
Tr -ens Pion-�l.= ==C�ike==r hf-iron,=54--to =/4
e. Sfai9 f 78.46 to sfa. 100189.3/
Trans 'tfn A. C. Dike riyhf fro /�' fo 2.'
f, Sta. 1/71,d 7.96 fo 'A �.1/8-110. /0 --
Tra�Isifio�irrge point lel-�om .�2' fo /6' S,'
Transition ,4.C• 01ke /eyf 7rom 38�tct�3�5.'
�lr Si fion ,oavemenf right from 2' to 7.,5
Sfa. /6sf /O• /� fo Sfa. /6119/_ 6'4.22 -
Transi f i on hinge point /elf From 42' 30'
-
ransifior/ 4.e DikO /e/'t f'i-orn 32.5' fa 26"
• f f
h 9-Llo- 6' -
,Transi ion wave ens` =rr f -o�n -
gegir7 Af e Dike rl�hf �s a. /65A88. 93J
.y a
ao�
PROJECT ENGR. DATE DESIGN ENGR. DATE
Hinge Point - - , ` --2 0
OPe
- A. C. dike
y.�
55'
u
Irnorovement
'STA. -54+x$:16- -T0 STA. 6�+T3:16=
Improvelnenf
//O'
55'
i
J2'
0 35' T
yp c so a G'oncr� f�
6r0
pen � waded_. -= I -coo
-pro } ,�ri/e�'rrade A.C-,Cufter
Dike (L /rn d ho w
-2 0 2�
% On
s)y
- - -�.
A7
2 %W
4 +
TA. I u
T=A A:4 8=
Impro vemen f
55' 1 55'
4'
__l
�GJ,r
Hinge Point-- , a
1o4e �
,•1 �t
1 •h�
:K- Varies S fation /0,c90.20 /o Stall—on /3 ,1,,29,f 44
Per 1n1er6ecfion Defai/s , Arms f rong /load
2o' 20'
0.33' Type B C4sphall Concrete
121
0. 0,:P Op en Cradcd Aspha/f Conc r•e fe
-•Profil4e OP0014e
_77-
A.C Dike, .. .. ,• — A.G.Oike'
.J ' FA. LEl I'UU.C�V
STA. 10+50.20 TO --g-'Ork 33-+kg�7s
SIERRA AVENUE
TYPICAL.CROSS SECTIONS.
SCALE I° 7�
51
4'
�oPe
�5
f�<
-2°6 ""age Poin t
's.
'•moi
AAOTE•' 51ooe Rounding As Directed
by The Engineer.
DIST. I COUNTY ROUTE POST MILES -TOTAL PROJECT SHEET TOTAL
NO. SHEETS
08R- 1150 ' 0 CR "a 2 59
It..v7icY�CKOU CIVIL 1041>I44111t N0•242L5
�
Date Approved 141jazisi 6'1 1377
DES/GN DES/GNAT/ON
ADT(/975) = 4,000
A 97(1995): /0,000
oHv(i975) = soo
D1-11/(/995) = /, 500
L f6 END
T1 0.5
0 = 5070
V = 50 M. P, H.
A 5pha/t Concre fe Type 5
over Native Maferi a/
Open Graded Aspha/t Cbncrele
over Aspha/f Corcrefs
770747AMI Oriq1na/ arroUnd
Existing vr'urfacii79
S BUI,l!i-,,,T
CORRECTIONS BY _N__.,
P S
TYPICAL CROSS SECTIONS
2