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RIW
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(To Daylight)
Curb 4 Gutter
or AC Dike
4%
Flow Line
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RIW
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2 21
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PG
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2%
ins tall
Plastic Cap
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Slope
8.33% Max
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(Per Std. Detail 104A)
TEMPORARY RAMP DETAUL
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38.5'
So. Nighldnd Ave
Type e A Pavement Marker �
of Edge of Pavement }
Instol I �
as t i c Cap �
4" Dia Conduit
5CH D 40 PYC
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t '*'4 JV Zx 2%
40
10 Gage
Wire McSA
SIECTOON AWAA
-•*- New Roadway
RIW
2' 12
2%
RIN�`--
Iff Curb Per City
tondord Detail 141
8 " Thick Concrete Pavement
Class 560--C-3250
RIW
48'
Finish Grade 2"
•- to
8"
#4 Rebar
16 " DC ao
4
#4 Rebor
2s.$"
total 2
RETABHONO WALL
w
A 10e N..,
X3.5 '
Install New 4 ' _Q " High
�Chain Link Fence at
Locot;ons Shown on P t ans
60' 70' 90`
Toper A Taper
20' 20 20' 17.5 ` 17.5' 17.5' 17.5' 15' 15 ` 20' 20' 20'
8 " Curb I&
�-
Gutter
R=So` .` -.� -� ..Lirie �.- R0' N
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Weakened "----_.�__ _' _�._______ Weakened .�
P t ane Joints v P l erne Joints R/li
Typ 1 r nge Po r nt (Typ )
.-
f ExpansionR=50 ` RSO, Expansion
i
Joint A Joint
e
j L i toi is of 8 " Curb
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Due BAY TURNOUT
Ue ice Ala K
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS."
' — 4j Chain Link Fence
Center on Masonry B l ock
2 " Cemen t
Mortar Cap
8 "x8 "x 16 "Masonry B I ock
:- —r Grout Solid
Concrete Class 610--E-2
----- v4 Rebar
@ 16 " OC
_- ---- Finish Grade
Concrete Class
560-C-3250
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Ul'D7
- +- Ccs
1.. M LN dD
U
m' Meet Existin in 3
o round �
as +mg4)�
a►�c C AC Pavement cr_ tn v
m .25' �Q��
<vm 2,
51 e ies
�n
C; 0.25'
.90HONG 0 IF P IN
OF PAVIEVIEH7
2 "x4 "x 18 " Redw
Stake @ 101,-01f*' 0C
or as Necessary to
Maintain Finish Grad
and within 12"" of Corn
and Spices
3- 16d Go l van i Zed
Na i Is
FS
0.50-
t Subgrade 95%
i ckness
�
owcut Existing Feather A.C. 1' Min.
avement Min. 2' � � to Conform
New Pavement � � Existing
Surfacing
2%
PAVEMENT VATCH�UP DETADL
Debris Rack/Grote Assemb 1 y
10' Souare Concrete i
Apron 5' M; n. Clearance A4 Rebar
From Center of Grate Assembly
FL i �0 I
T Of Grate � a CY Melded
Top q ( T yp )
CAMP
Lr 1" C'[ A 5.5 F DEE 1NEArC!R ♦, �..,,,''� -- .. i a ' °
�r/, L /y�fY AT V�"' cN fr �RN�R) \a i. 9 p-•* 'c a ° ■ 4• I. a• ♦ D' ► - ► - �,:••.
e.o-• o -b
• o
1 `2"x3 " Anchor Bo l t
1A ea. Li E%4 1
2112"x2 le2"x 114 " �
1 st4 Rebor
4 "---�{ ir'�-- ""; ~;� Bori Spoc; ng 6 " OC Both Nays
4 " Th i ck Concrete t '
Class 560-C-3250
See Enlargement Below ' 36 f '
1 ; OT? ter
21'-2"x2112"x 114" z—� 1
GCP Per Ca I trans
1 1 1 S tondard P I ons
1 1 !
i
32 8CP NOIDOFOED OHLEir DE7A0L
&RECORD DRAWINGS
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