HomeMy WebLinkAbout2481-9.tifj : *2175*frontage*I ayout*8044bb®5. dgn
ypress
54
Begin AC Dike
1518.TB
78+21.84
=L1 bsErur it'±e
CONSTRUCT NEW.PAYMENT SECTION. STRUCTURAL
SECTION r1$ .: 6..; 1 /2 INCHES A.C. PAVEMENT 'OVER 4
CRUSHED AGGREGA TE BASE.
CONS TRUC T CUR, DEPRESSION TEA PORA R Y RAMP PER
DETAIL SHEET i19.
CONSTRUCT AC ' VERS I DE DRAIN PER CAL TRANS STANDARD
087B AND PER DETAILS SHEET 20.
Curve Data
CONSTRUCT 8..."..-G�tRB AND GUTTER PER
I.�ST1rIDAR.L4SEW114-.
CONS TRUC T A. C. PAVE T OVERLAY, 0.10 FEET THICK.
CONS TRUC T 8.!s1 ASPHALT CONCRETE DIKE
PER CITY STANDARD DRAWING 136.
CONSTRUCT` GRADED SWALE.
CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 5 INCHES A. C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
CONS TRUC T DRAINAGE FACILITY PER DETAILS SHEETS 22
INSTALL 4" CONDUIT PER DETAIL SHEET 19.
POLE AND LUMINAIRE TO BE INSTALLED BY S.C.E.
No
Radius
d
Tangent
Length
9
50'
90°09'09"
50.13'
78.67'
0
50'
89°50'51"
49.87'
78.41'
OD
50'
89650151°
49.87'
78.41'
2
50'
90°09/09°
50.13'
78.67'
19+10.17 EC
.....:..... ............1..51..4.82 TB
FD 1"IP&TAG LS
P. I. Cypress Ave/
A RECORD DRAWINGS
NG NO. Sm SHEET e or a
275 VEST HOSPITALITY LANE. SUITE 314
SAN BERNARDINO CA 92401
( 909 )889-3466
"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:
John A. Starner, P. E.
RCE 20975, Exp.9/30/97