HomeMy WebLinkAbout2481-720+49.72 BC
--1.64 13 TB
1" IP CSM
DN 0. 2
55 55+50
CONSTRUCTION NOTES:
CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 6 1/2 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
CONS TRUC T 8" CURB AND GUTTER PER
CITY STANDARD DETAIL 101.
U CONSTRUCT A.C. PAVEMENT OVERLAY, MIN. 0.10 FEET
O5 CONSTRUCT 8" ASPHALT CONCRETE DIKE PER
CITY STANDARD DRAWING 136.
Q CONS TRUC T GRADED S WAL E .
11 CONS TRUC T BUS BAY PER DETAIL SHEET 19.
OCONSTRUCT DRAINAGE FACILITY PER DETAILS
NIA/SHEETS 22 THRU 26.
(1)INSTALL 4" CONDUIT PER DETAIL SHEET 19.
ADJUST EXISTING MANHOLE FRAME AND
«jCOVER TO FINISH GRADE.
@CONSTRUCT A.C. DRIVEWAY PER DETAILS SHEET 21.
6jPOLE AND LUMINAIRE TO BE INSTALLED BY S.C.E.
............... .
RWairiMMMIIIM
M;. :;•:•..:':":4gg is
ZI' in
-'.�'A'�'Ot•� JD AC
.......... .
Meet ExTsting Curb
Conform To Ex i st i ri
8+85':<: (1494.10)
7+28.. 00 Na i 1 in Pavement < on
Begin Curb & Gutter 15.03.59 TC.:.
BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY TIE
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING
UTILITY UICERON JC SERVICE ALERT AT 1-SOO-422-4133
No
Radius
0
Tangent
Length
15
850'
13°01151"
97.08'
193.32'
(r3
850'
12°53124"
96.02'
191.23'
17
50' .
90°08112"
50.12'
78.66'
18
50'
89°51148"
49.88'
78.42'
(])
35'
90°00115"
35.00'
54.98'
20
35'
89°59'45"
35.00'
54.98'
21
35'
82°37'24"
30.76'
50.47'
2
35'
103°01136"
44.02'
62.94'
23
50'
89°51'48"
49.88'
78.42'
24
50'
90°08112"
50.12'
78.66'
"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."
:.eg in: ur
1497.66
3160aRziA
cgegs
# P -D A44DS, CA. 12374-
•9t2) 199-6/40
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Pert t 2
rZCE 3-D31, • cZ, Gl a OS
PLANS PREPARED BY:
275 WEST HOSPITALITY LANE. SUITE 314
SAN BERNARDINO CA 92408
(909)889-3466
/Match Line
19+00
See Sleet 17
CITRUS i AVENUE
" CSM (0.03' E)
19+09.72 -BC.,
1500.95 TB
Ct7t%)S712UGT A MESS RPM? paz Ct y ' 1 D . l b&
C Cal u cT 6' WI Pe S IDENvA.1.g peg ctrl crp,
ND- IObG Tb MATCL1 VY.I.ST►N•G
iRESET MONUMENT (BY CITY)
&ADJUST VALVE COVER TO FINISH GRADE.
3PROTECT IN PLACE.
Q
CONSTRUCT CURB DEPRESSION TEMPORARY
RAMP PER DETAIL SHEET 19.
26 CONSTRUCT AC OVERS I DE DRAIN PER CAL TRANS
STANDARD PLANS D8 7B AND PER DETAILS SHEET 20.
QCONS TRUC T CURB INLET STRUCTURE PER CITY
STANDARD DRAWING 121.
5CONSTRUCT GCP MODIFIED INLET PER DETAILS SHEET 19 .
TO BE ABANDONED BY OTHERS. REC
34 CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE
PER CITY STANDARD DETAIL 123.
DWG NO. 2481 SHEET 7 OF 61