HomeMy WebLinkAbout2481-14.tif1
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119
Q
Highland Ave
LoTrave/ed Way-Var les
Per Striping Layout
(Min. 12')
Sawcut & Remove
287 288
CONSTRUCT I ON NOTES :
CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 5 1/2 INCHES A. C. PAVEMENT OVER 6 INCHES
CRUSHED AGGREGATE BASE.
CONSTRUCT A.C. PAVEMENT OVERLAY. MIN.
0.10 FEET THICK.
CONSTRUCT 8 ASPHALT CONCRETE DIKE PER
CITY STANDARD DRAWING 136.
POLE AND LUMINAIRE TO BE INSTALLED BY S.C.E.
Varies
TO BE RELOCATED BY OTHERS.
PROTECT IN PLACE
CONSTRUCT CURB DEPRESSION TEMPORARY RAMP PER
DETAIL SHEET 19.
120+40.74
290+79.90 C Highland Ave
19. 90+1 9
152863 ETW
14.89'Rt:293+50 /
1528.85 fTW /
- 13.64Ilit 294+00 /
29 0 W
9IRt 294+32 44(
1529.28 ETW
OHL
Section A -A
N.T.S.
2 1/2" Bass Cap Sec Cor 30,29,31,32, FLUSH
P. I Sierra Ave/ Highland Ave
12.47'Rt 286+00
1528.36 ETW
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L.
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-77:77;177r'qrvfsrjlwmirAirAiPrAiraiirasr'AwirAwszissiwzsmmramurAgrArf?:,Am:.,
sawangsg.
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FD Nt.. & TAG "CALTPANS"
-4.-031W)
ve/Mango Ave
1530.67 FS
18.49'Rt 286+50 00
1529.33 FS
3 81/Rt 288-1-00.00
No
Radius
A
Tangent
Length
40'
74°19'43"
30.32'
51.89'
C.)
50'
88°10'00"
48.43'
76.94'
Match Line
119+50
TEMPORARY
CONNECTION
%1L-1
119+63.32 B
.Z.11527.53 TB
4 END AC DIKE
4/4 1527.26 FS
243+00
1528.23 •
Existing
EP
27 94/Rt 291+48.14 EC
275 WEST HOSPITALITY LANE. SUITE 314
SAN BERNARDINO CA 92408
(909)889-3488
TEMPORART CONNECTION
STA. 119+50 TO STA. 120+40.62
"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."
NAME DATE:4//5/117 CHECKED BY:
John A. Starner, P. E.
RCE 20975, Exp. 9/30/97 Fm4, YP
DRAWING NO.:
DATE: 4A er'92 ,P48
CITY ENGINEER R.C.E. 25126
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