HomeMy WebLinkAbout5095-31w
------ -----
DIAL TWO WORKING
BEFORE Ilk DAYS BEFORE,
Mk' YOU DIG
OU DIG
. ....... ...
m
I I I - - - - - 0 1%w %w low 9 0 %F %JF 8%0 -2—%0%A
CL C PINE LEAF AVENUE
12+#.03� HALLOW ROOT STREET 60, CL CBII=
�L�
" 5+70.10 HALLOW ROOT
11+87.04 LINE "B
W=14.0% V=6.23' (916+79.93 LINE A"
A
W=14.0',=45', H=2" -------
....... ... ... . ....... ........ A=45, H=2
I V
WATER
4
8" WATERLQLJ
675 g
5 I52 Q
5
LOM 06
UNE 9B* CN UNE 'PAO
SEE PROFILE ABOVE SEE PROFILE ABOVE
EE
Q +
11153.00-��CH 1
4D
4 LO
.......... . .
II
SALT BUSH WAY
601
121 3 f
...........
36
.........
HALL W T S
14+24.32 BC 2.00 LINE "A'
CL CB#4=
G"i
-
,,12+00.00 HALLOW ROOT STREET= .LR/w —8" SEWER
10+0000 LAT A1
11 +55.51 DO ca
10+41.84 LAT B-1 10+21.00 CL MH#2 A=40, C=3.07'
io,
W=14.0', V=6.60' 11 20
I FILTMTION - '11� - -
Al
A=39% H=2" 117 6 1 2
BASIN 1 70- 4 5 6
SEC c)
It PVC NMP SYSTEM ca -
SEE SHEET 4 w c* 14+00.00
nz 00
ffi
oc� SEE SHEET 2 CL C1312=
15+6 .00 HALLOW ROOT STREET=
6LI 10+40.91L00b; 14+15.0 LINE "A"= LINE "A
+ +n W= 14. 0', V=7.80'
10+00.00 LINE "Er
A=30', C=5.62' A=40, H=2"
01IIIIIIII
BASIS OF BEMINGS.-
PREPARED FOR: THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY
RECORDED IN BOOK 35, PACE 9. BEING: N 89*30'06" E
LENNAR
980 MONTECITO DRIVE, SUITE 302 BENCH"k
CORONA, CA 92879
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
(951) 817-3545
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST
FAX (951) 817-3650 OF SIERRA AVE.
ELEVATION: 1428.609
Prepared By:
ALLARD ENGINEERINt
. .................
Land Surveying Land Planning
Civil Engineering
16666 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
J-? ",14114 -
Nyack R. Allard, R.C.E. 79086 Date
(expires 3/31/2016)
CONSTRUCTION NOTES
Q)—INSTALL 24" RCP (D -LOAD PER PROFILE)
0—INSTALL 36- RCP (D -LOAD PER PROFILE)
4 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011
(D—CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH AS SHOWN ON PLAN)
GMPHIC SME
40 0 20 40 80 160
0" A
'"40NRNIA
CITY OF ruNTANA LALIru
Rti•.
STORM DRAIN IMPROVEMENT PLAN
<1
............. — ------
-Ain
DRAWN BY.-
ylr SCALE.
No. 79086 SAS
p
i AS NOTED
r T" NO* 17165
xp. 3/31/16 DESIGNED BY: DATE:
RRA
2014
■clvl�'
ICHECKED BY. -
DRAWING NO.:
DATE: 5095
RRA
C TY ENGINEER R.C.E. 51152
Filename: 1:\Lennor Homes— 13703\Tract 17165 30acs\ DWG'S\ FINAL DESIGN\STORM DRAIN\SD-3.dwg
CURVE & LINE TABLE
N0930'01"W
N89042'47C
N44!4247"E
Sally
50*03-'3CrE
N3930'01"W
Yj
two=
IM VIII II
N45' 17'1 3"W
S50#3354W
------ -----
DIAL TWO WORKING
BEFORE Ilk DAYS BEFORE,
Mk' YOU DIG
OU DIG
. ....... ...
m
I I I - - - - - 0 1%w %w low 9 0 %F %JF 8%0 -2—%0%A
CL C PINE LEAF AVENUE
12+#.03� HALLOW ROOT STREET 60, CL CBII=
�L�
" 5+70.10 HALLOW ROOT
11+87.04 LINE "B
W=14.0% V=6.23' (916+79.93 LINE A"
A
W=14.0',=45', H=2" -------
....... ... ... . ....... ........ A=45, H=2
I V
WATER
4
8" WATERLQLJ
675 g
5 I52 Q
5
LOM 06
UNE 9B* CN UNE 'PAO
SEE PROFILE ABOVE SEE PROFILE ABOVE
EE
Q +
11153.00-��CH 1
4D
4 LO
.......... . .
II
SALT BUSH WAY
601
121 3 f
...........
36
.........
HALL W T S
14+24.32 BC 2.00 LINE "A'
CL CB#4=
G"i
-
,,12+00.00 HALLOW ROOT STREET= .LR/w —8" SEWER
10+0000 LAT A1
11 +55.51 DO ca
10+41.84 LAT B-1 10+21.00 CL MH#2 A=40, C=3.07'
io,
W=14.0', V=6.60' 11 20
I FILTMTION - '11� - -
Al
A=39% H=2" 117 6 1 2
BASIN 1 70- 4 5 6
SEC c)
It PVC NMP SYSTEM ca -
SEE SHEET 4 w c* 14+00.00
nz 00
ffi
oc� SEE SHEET 2 CL C1312=
15+6 .00 HALLOW ROOT STREET=
6LI 10+40.91L00b; 14+15.0 LINE "A"= LINE "A
+ +n W= 14. 0', V=7.80'
10+00.00 LINE "Er
A=30', C=5.62' A=40, H=2"
01IIIIIIII
BASIS OF BEMINGS.-
PREPARED FOR: THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY
RECORDED IN BOOK 35, PACE 9. BEING: N 89*30'06" E
LENNAR
980 MONTECITO DRIVE, SUITE 302 BENCH"k
CORONA, CA 92879
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
(951) 817-3545
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST
FAX (951) 817-3650 OF SIERRA AVE.
ELEVATION: 1428.609
Prepared By:
ALLARD ENGINEERINt
. .................
Land Surveying Land Planning
Civil Engineering
16666 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
J-? ",14114 -
Nyack R. Allard, R.C.E. 79086 Date
(expires 3/31/2016)
CONSTRUCTION NOTES
Q)—INSTALL 24" RCP (D -LOAD PER PROFILE)
0—INSTALL 36- RCP (D -LOAD PER PROFILE)
4 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011
(D—CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH AS SHOWN ON PLAN)
GMPHIC SME
40 0 20 40 80 160
0" A
'"40NRNIA
CITY OF ruNTANA LALIru
Rti•.
STORM DRAIN IMPROVEMENT PLAN
<1
............. — ------
-Ain
DRAWN BY.-
ylr SCALE.
No. 79086 SAS
p
i AS NOTED
r T" NO* 17165
xp. 3/31/16 DESIGNED BY: DATE:
RRA
2014
■clvl�'
ICHECKED BY. -
DRAWING NO.:
DATE: 5095
RRA
C TY ENGINEER R.C.E. 51152
Filename: 1:\Lennor Homes— 13703\Tract 17165 30acs\ DWG'S\ FINAL DESIGN\STORM DRAIN\SD-3.dwg