HomeMy WebLinkAbout2687-6JC
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DAY CANYON DRIVE
SEE SHEET NO. 2
CN CIA
67
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-Go
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t -;76,,.
18+75.93 DAY 6NYON Q N LO T__ _T 00 T_ 71 4
10+00.00 BOLL'RUN PL. ... ... 0
0.00-
0..-4 _50.00 - 9.75'-0.25'- -5
0. 72
2.97 -R
5' P. U. E. 5' P. U. E.
n 61- 00 w
(TYP-) (TYP.)
.4111, 40
17 16 15 14
25 25'
181 18, -7-
2 13
0"
T FR) _j 1\ r T 1\1 F), -1 j
-82. 0
12
SEE SHEET NO. 2 SEE SHEET NO. 7
DAY CANYON DRIVE BUNKER HILL PLACE
AS -BUILT LOCATION I REMARKS
LL R N LACE
,ARECORD DRAWING
The information on this dr*ng is obt*ed from others and
must be verified in the field by anyonp prior to. use or
construction. HALL & FOREWN, INC. is not responsihle for
.underground facility locations or depictions. All above ground
U --,L
facilities can be readily seen and verdied by the parEestAME
intpnd to use Sam.
"fiewe 4 Do, to w;,xe, D-w4t I# I fig I 5_0
REVISIONS L-1141011% _). %.f I I I
I APPROVAL I DATE I APPROVAL I DATE
L
Q NO.
rn
UJI :M
cc �;024573
Exp, 112-31-03
CW
OF CA0'i
D L
a: No. 24573
* Exp. 12/31/01
kj�'N clvl\�
OF CAO�
�Z 0
CF)
Lo _j
CONSTRUCTION NOTES.
>_ I
0
M
LLJ
V) i
0
_j
C14
CL SW CLEANOUTrj_
15+76.69 \11:_T
CONSTRUCT 8" VCP SEWER EXTRA STRENGTH
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER STANDARD DETAILS 109 AND 112
CONSTRUCT 4" VCP HOUSE LATERAL - EXTRA STRENGTH
CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. NO. 128
moor -w 'I & roleman, nc.
mmr A Civil Engineering - Planning - Surveying - Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777
PREPARED UNDER THE SUPERVISION OF:
"_2Vz /&,O� 5 - ff
RICHARD L. BOWMAN R.C.E. 24573 DATE:
LEGEND
SEWER LINE
SEWER PER LINE _S_ -S
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL
PER OTHER SHEET
STORM DRAIN LINE -------------------------
WATER --W------W--
SEWER MANHOLE 0
SEWER MANHOLE
M=10. =11 �==, 11
PHASE LINE
MAPBOUNDARY
P.U.E. PUBLIC UTILITY EASEMENT
40' 09 40' 80, 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWNBY SEWER PLAN AND PROFILE SCALE:
RM,MS,Ap HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 4'
RB MS,AG TRACT NO. 15957-3, �4 & -5 DATE:
CHECKED BY
HG,HP,RB BULL RUN PLACE 12/21/98
JOB NO. 0 DR. NO. SHT. NO.
5195 A P P R 0 V E D 7 9 9 2687 6 OF 7
d=s CITY ENGINEER R.C.E. No. 25126
SEWER
LATERALS LOCATION
(BY STATION)
LOT N 0.
DESIGN LOCATION
AS -BUILT LOCATION
REMARKS
LOT NO. DESIGN LOCATION
1
10+58.64
BULL
RUN
PL.
SEWER
STA
2
11+07.98
BULL
RUN
PL.
SEWER
STA
3
11+63.98
BULL
RUN
PL.
SEWER
STA
17
11+99.44
BULL
RUN
PL.
SEWER
STA
4
12+07.98
BULL
RUN
PL.
SEWER
STA
16
12+56.54
BULL
RUN
PL.
SEWER
STA
5
12+63.98
BULL
RUN
PL.
SEWER
STA
15
12+91.54
BULL
RUN
PL.
SEWER
STA
6
13+08.19
BULL
RUN
PL.
SEWER
STA
7
13+55.09
BULL
RUN
PL.
SEWER
STA
14
13+57.09
BULL
RUN
PL.
SEWER
STA
8
14+12.21
BULL
RUN
PL.
SEWER
STA
13
14+15.33
BULL
RUN
PL.
SEWER
STA
9
14+53.39
BULL
RUN
PL.
SEWER
STA
12
14+69.50
BULL
RUN
PL.
SEWER
STA
10
14+98.27
BULL
RUN
PL.
SEWER
STA
11
15+19.80
BULL
RUN
PL.
SEWER
STA
DAY CANYON DRIVE
SEE SHEET NO. 2
CN CIA
67
Of C14
36.5'
M: �- 1 2 3 4 5 6 7 Zia
10. ;1�0' 20' 16.5' M V) < Z#Z
i I V.
_j U) j J-)
0 U) T J F_\1 -, -A 'c- T 1\1 0 -1 _,5_ 01 _�5 7 - kL) :2
00 n _j V
Ld _j C) LO CIS
Z 5' P. U. E. d 0
LO cc
_j x C; 0i (TYP.) -0- T7 111 9 10
Uj C14 N LO 00 rl_ cc
+ + 0C
06 Lo TYP
< 5' P. U. E . (TYP.) 00 4
LO + 3 +
o +
M T_
F-: op
U) Cn -46.11 0.0 L-50.00 0.00 44.07' 5.93' -50.59
cr) -T, I __r 1 -9 _rl ri
X X
M I Ld LLJ
a.
-Go
11+00 11+00 TYP
r, -0 r 112+00
00,01
1-= ------------------ to
.9
---- - ----------------- -- --- -------------
t -;76,,.
18+75.93 DAY 6NYON Q N LO T__ _T 00 T_ 71 4
10+00.00 BOLL'RUN PL. ... ... 0
0.00-
0..-4 _50.00 - 9.75'-0.25'- -5
0. 72
2.97 -R
5' P. U. E. 5' P. U. E.
n 61- 00 w
(TYP-) (TYP.)
.4111, 40
17 16 15 14
25 25'
181 18, -7-
2 13
0"
T FR) _j 1\ r T 1\1 F), -1 j
-82. 0
12
SEE SHEET NO. 2 SEE SHEET NO. 7
DAY CANYON DRIVE BUNKER HILL PLACE
AS -BUILT LOCATION I REMARKS
LL R N LACE
,ARECORD DRAWING
The information on this dr*ng is obt*ed from others and
must be verified in the field by anyonp prior to. use or
construction. HALL & FOREWN, INC. is not responsihle for
.underground facility locations or depictions. All above ground
U --,L
facilities can be readily seen and verdied by the parEestAME
intpnd to use Sam.
"fiewe 4 Do, to w;,xe, D-w4t I# I fig I 5_0
REVISIONS L-1141011% _). %.f I I I
I APPROVAL I DATE I APPROVAL I DATE
L
Q NO.
rn
UJI :M
cc �;024573
Exp, 112-31-03
CW
OF CA0'i
D L
a: No. 24573
* Exp. 12/31/01
kj�'N clvl\�
OF CAO�
�Z 0
CF)
Lo _j
CONSTRUCTION NOTES.
>_ I
0
M
LLJ
V) i
0
_j
C14
CL SW CLEANOUTrj_
15+76.69 \11:_T
CONSTRUCT 8" VCP SEWER EXTRA STRENGTH
CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER STANDARD DETAILS 109 AND 112
CONSTRUCT 4" VCP HOUSE LATERAL - EXTRA STRENGTH
CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. NO. 128
moor -w 'I & roleman, nc.
mmr A Civil Engineering - Planning - Surveying - Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777
PREPARED UNDER THE SUPERVISION OF:
"_2Vz /&,O� 5 - ff
RICHARD L. BOWMAN R.C.E. 24573 DATE:
LEGEND
SEWER LINE
SEWER PER LINE _S_ -S
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL
PER OTHER SHEET
STORM DRAIN LINE -------------------------
WATER --W------W--
SEWER MANHOLE 0
SEWER MANHOLE
M=10. =11 �==, 11
PHASE LINE
MAPBOUNDARY
P.U.E. PUBLIC UTILITY EASEMENT
40' 09 40' 80, 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWNBY SEWER PLAN AND PROFILE SCALE:
RM,MS,Ap HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 4'
RB MS,AG TRACT NO. 15957-3, �4 & -5 DATE:
CHECKED BY
HG,HP,RB BULL RUN PLACE 12/21/98
JOB NO. 0 DR. NO. SHT. NO.
5195 A P P R 0 V E D 7 9 9 2687 6 OF 7
d=s CITY ENGINEER R.C.E. No. 25126