HomeMy WebLinkAbout2481-5.tif20 21
30-22-89 PI CL H f ah 1 and Ave. & Lytle Creek,
FD 1" I P. NO TAG (0.10' N. 0.39' CA
N89°42/25"E 996.5 7' i ti
@CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 6 1/2 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
CONSTRUCT 8" CURB AND GUTTER PER
CITY STANDARD DETAL4 10
U CONS RU A. PAVEMENT OVERLAY, MIN. 0.10 FEET THICK.
5OCONSTRUCT 8' ASPHALT CONCRETE DIKE PER
CITY STANDARD DRAWING 136.
6O CONSTRUCT GRADED SWALE.
(C0NSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 3 3/4 INCHES A. C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
OCONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 3 INCHES A. C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
(3CQNSTRUCT DRAINAGE FACILITY PER DETAILS SHEETS 22 THRU 26.
INSTALL 4" CONDUIT PER DETAIL SHEET 19.
ig POLE AND LUMINAIRE TO BE INSTALLED
BY S.C.E.
OTO BE RELOCATEdBY OTHERS
Q3 PROTECT IN PLACE
QCONSTRUCT CURB DEPRESS1bA(, TEMPORARY RAMP
PER DETAIL SHEET 19.
CONSTRUCT AC OVERSIDE DRAIN PER CAL TRANS
STANDARD PLANS D87B AND PER DETAILS
SHEET 20:x.
/Q 1479.60 FS
q. So. Highland Av
OCONSTRUCT ,..G. C. P. MODIFIED INLET PEIt.,.. 1
DETAIL S EE
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4/4 1477.98 FS
No
Radius
A
Tangent
9
Length
1
850'
19°42'31"
147.65'
292.38'
2
850'
19°42'55"
147.70'
292.48'
3
35'
85°40'43" i
32.45'
52.34'
4
35'
94°19'17"
37.74'
57.62'
5
35'
94°19'171'
37.74'
57.62'
6
35'
85°40'43"
32.45'
52.33'
275 VEST HOSPITALITY LANE. SUITE 314
SAN BERNARDINO CA 92408
(909) 889-3'466
SOum HIGHLAND AVBNUB
STA. 21+83.43 TO STA. 31+50 DATE:
"CAUTION: THE ENGINEER PREPARING THESE
FOR OR LIABLE FOR. UNAUTHORIZED CHANGES
CHANGES TO THE PLANS MUST BE IN WRITING
PREPARER OF THESE PLANS."
PLANS WILL NOT BE RESPONSIBLE
OR USES OF THESE PLANS. ALL
AND MUST BE APPROVED BY THE
I