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PAR SLEYLANE
255-021-025
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TRACT 1 6678 1 2 3 & 1 6678 0:�
CL ST R
OFF—SITE STORM SAFFRON >–
C-)
DRAIN PER DWG Ld
>
NO. 3 817
DRM <A
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CORRIANDER PLACE
255-021-010 Ld
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ON—SITE STORM 31 �3
I Z
> > >
<< < > DRAIN PER DWG a:
1 <
NO. '3819 V)
34. MINIMUM D—LOAD FOR ALL RCP (SD PIPE) IS 1350 1
",:30NTRACTORS RESPONSIBILITY FOR SAFE
Tt
Vluo"""INITY MAP
N.T.S.
A NAIL SET AT CYPRESS AVENUE AND SP.R.R., 26 FT.
WEST OF CYPRESS, 0.5 FEET SOUTH OF SOUTH R/W
FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOST
532, 47.5 FEET NORTH OF NORTH RAIL.
THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE
OF JUNIPER AVENUE, AS SHOWN IN BOOK i. 73
OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO
COUNTY, CALIFORNIA AND IS SHOWN
. .. .......
SHEET
1
TITLE SHEET AND STD NOTES
SHEET
2
LINE "A"
PLAN AND
PROFILE
SHEET
3
LINE "A"
PLAN AND
PROFILE
SHEET
4
LINE "A"
PLAN AND
PROFILE
SHEET
5
LINE "A"
PLAN AND
PROFILE, LATERAL "A—S' PROFILE
SHEET
6
LINE "A"
PLAN AND
PROFILE
SHEET
7
A.P.W.A.
DETAILS
SHEET
8
A.P.W.A.
DETAILS
DWG
0
TC
TOP OF CURVE
FL
FLOW LINE
w
WIDTH OF CATCH BASI
B. C
BEGINNING OF CURVE
E.0
END OF CURVE
INV.
INVERT OF PIPE
S. D. E
STORM DRAIN EASEMEN
'32
LOT NUMBER
FZ'
PAD ELEVATION
UTILITIES
WATER: FONTANA WATER COMPANY
TELEPHONE NO. (909)822-2201
SEWER: CITY OF FONTANA
TELEPHONE NO. (909)350-6760
ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
TELEPHONE NO. (800)655-4555
GAS: SOUTHERN CALIFORNIA GAS COMPANY
TELEPHONE NO. (800)427-2200 ,
TELEPHONE COMPANY: PACIFIC BELL CO.
TELEPHONE NO. (800)750-2355
rlA,h 2111"N96
RYLAND HOMES OF CALIFORNIA
1250 CORONA POINTE COURT, SUITE 100
CORONA, CA 92879
(951) 273-3473'v oll
255-071-39
255-071-10
255-071-11
255-071-12
255-071-13
255-071-3;
55-071-32
255-071-16
255-071-17
255-071-43
255-071-44
TRACT NO. 14758
MB 273/1-6
glyrowill
255-101-101'
SCALE : 1 400'
TRACT NO. 14138 TRACT NO. 13693
M5 =0/-73-77 F WB 263/55-89
INDEX MAP
5 0 7177,
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CONSTRUCT
STD. MANHOLE PER A.P.W.A. STD. PLAN 320-1, DETAIL ON SHEET 8
10 EA.
TRENCHING
PER CITY OF FONTANA STD DWG NO.
131
141,427 S.F.
CONSTRUCT
TRANSITION STRUCTURE PER A.P.W.A,
STD
PLAN 341-1, DETAIL ON SHEET 7
2 EA.
13
CONSTRUCT
84" R.C.P. (D-1350)
1,323 L.F.
14
CONSTRUCT
90" R.C.P. (D-1350)
2,571 L.F.
15
CONSTRUCT
102" R.C.P. (D-1350)
232 L.F.
CONSTRUCT
5.5' X 9' R.C.B. PER CALTRANS STD
DWG
NO. D80, DETAIL ON SHEET 6
20 L.F.
SAW—CUT AND REMOVE EXISTING PAVEMENT
141,427 S.F.
18
CONSTRUCT
4 1/2 ;1 MIN. AC PAVEMENT OVER 12"
MIN.
OF 95 % COMPACTED SUBGRADE
97,575 S.F.
19
CONSTRUCT
6 1/2" MIN. AC PAVEMENT OVER 12"
MIN.
OF 95% COMPACTED SUBGRADE
43,575 S.F.
REMOVE EXISTING
BRICK AND MORTAR AND JOINT
TO EXISTING STORM DRAIN
6 EA.
5 0 7177,
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