HomeMy WebLinkAbout2481-12.tif0 ,..--
14;“ (13C:)::)
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CONSTRUCTION NOTES:
o CONSTRUCT NEW PAVMENT SECTION. STRUCTURAL
SECTION IS 5 1/2 INCHES A.C. PAVEMENT
OVER 6 INCHES CRUSHED AGGREGATE BASE.
CONSTRUCT 8" CURB AND GUTTER PER
Y ...
- CITT4NDARD,_ DELA, IL 10)....
INSTALL 2" RCDW5OD HEADER PER DETA IL
SHEET 19.
O
CONSTRUCT A. C. PAVEMENT OVERLAY,
MIN. 0.10 FEET THICK.
CONSTRUCT 8" ASPHALT CONCRETE DIKE PER C I TY
STANDARD DRAWING 136.
CONSTRUCT GRADED SWALE.
SIERRA AVENUE
2 1/2" Bass Cap Sec Cor 30, 29, 31, 32, FLUS
P.I. HIghland Ave & Sierra Ave
:A509.55 FL
j :*2175*frontage*1 ayout*8044bbe8. dgn
24 Lt 21+00
_20+35.01 EC
1509.35 FS
4/4 1508.96 FS
107
Meet Extg*Tng Pavement
awcu Min. 2.01 of Existing
Pavement for JoTn
= 20+00.00 S I erra Ave
CONSTRUCT BUS BAY PER DETA IL SHEET 19.
CONSTRUCT DRA I NAGE
SHEETS 22 THRU 26.
INSTALL 4" CONDU I T
POLE AND LUMINA IRE
FACILITY PER DETAILS•
PER DETA IL SHEET 19.
TO BE I NTALLED BY S. C. E.
TO BE RELOCATED BY OTHERS.
PROTECT IN PLACE.
CONSTRUCT CURB DEPRESSION TEMPORARY RAMP
PER DETAIL SHEET 19.
CONSTRUCT AC OVERS IDE DRAIN PER CALTRANS
STANDARD PLANS D8 7B AND PER DETAILS SHEET 20.
CONSTRUCT GCP MODIFIED INLET
PER DETAIL SHEET 19.
Match Line
9-1-00
Svstem
*,•:::••••:, •
1502.80 FL
••
uJ
1-1
H
0
0
No
Radius
A
Tangent
Length
(3
72016447130"
.
456.85'
814.20'
@
351
. 90°07105"
35.07'
55.05'
@
35'
8952155"
34.93'
54.911
@
351
9007106"
.
35.07'
,
55.05'
q..])
35'
89°52'54"
34.93'
54.911
19+19.25 EC
275 VEST HOSPITALITY LANE: SUITE 314
SAN BERNARDINO CA 92408
(909)889-3466
EINOMMIIIN 'ME SMIMMINN OWL UMW 1R
LOCATION OF UNDENIROUND UTILITIES BY CONTACTINO
UTILITY UNDENINOUND SENVICE AUDIT AT 1-4100-412-0111
"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."
NAME4//fhl
DATE: CHECKED BY:
John A. Sterner, P. E.
RCE 20975, Exp.9/30/97 FM YP
DRAWING NO.:
1
A