HomeMy WebLinkAbout2106-530 _.._.
25
U
ai
20 O
V
0
0
F_
0
55
50
45
55 --
--
10 0
40
50
-5.0-
45 -- 49.9;
BASIS OF BEARINGS: -
S890 49'00" W FOR � OF
HIGHLAND AVE. PER TRACT
3348, M.B. 47-14 SAN
BERNARDINO COUNTY
RECORDS.
24.12
EL...5.. 0
N
0
a
rl.W.&-.
EL. "S"
O
0
O
a
EXISTING GROUND AT T STORM DRALU
f
PROPOSED F.S. AT
C STORM DRAIN
SLOPE AND INLET
PER DETAIL SHEE
33.00
F.S.
H.G.L.
S= 0.0348
25.65 c3-
\24.38 HYDRAULIC DATA INV. Ili
L. R Qts= 36.2 c.f.s. / ♦ PROP. 2 I
"S �
V= 7.4 f.p.s. l\ 1 20.2 BOP LO
+
0
a
36.41 L.F. - 30" R.C.P. ( 1400 - D) U)
RIM
Underground Service Alert
Call: TOLL FREE
0
1 - 800
422 - 4133
TWO WORKING DAYS BEFORE YOU DIG
LAT. AI
LAT. A2 -I A
SEE PLAN VIEW SHEET N0. RC2
PRIVATE ENGINEERING NOTE MARK REVISIONS
(NOT REQUIRED BY GOVERNING AGENCY) (DEVISED LAT."A24' &
rP D ED R cn12 r.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NC)T BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
MARK REVISIONS
55
28.06
W.S.
50
y,
54.44
W.S.
X3.34
_44-44-
W.S. 4- -
W.S.
45
ti
CV
24.5 LF. - 24 R.C.P. ( 1350 -
O 3
M
O
lqr
F-
0
w
O
J
v
w
5=0.25
50.63
a=
O
50
ti
N
u
>
EL. ,.R..
a
INV.
VERT.
EL. "S"
0
51.06..
X I ST I NG GROUND
o
O
OD
AT 4; STORM DRAIN
N
o
O
N
u
o
3
+
+U)
PLACE ALL UTILITIES CROSSING
�a
O
0
p
ro
N
+
o
m
•
a
+
O
OF FO NTANA, CALIFORNIA
56.63
F v
0'
a
F-Cn
a
o
TC_
T.
„
W
I�
EXISTING GROUND
3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8
o
Q I I Q I
o
ROPOSED F.S.
AT T STORM DRAIN 60.15
t.-:
d'
60
AT it STuRM DRAIN
J
T.C.
cn
3"G
LAT. A3
(n
52.07
--- - W.S.
m
O
CV
24.5 LF. - 24 R.C.P. ( 1350 -
O 3
M
O
lqr
F-
+
w
O
J
v
w
5=0.25
50.63
a=
O
50
48.50 1 NV.
EL. ,.R..
a
INV.
VERT.
EL. "S"
�
51.06..
� +
HYDRAULIC DATA
O
OD
N
EL. S v
O
N
u
o
NW
PLACE ALL UTILITIES CROSSING
3
O
Oj!-
p
ro
N
+
o
HYDRAULIC DATA
+
+
O
OF FO NTANA, CALIFORNIA
a
Qts= 4.8 c.f.s.
0'
a
o=
o
a
o
V= 2.7 f.p.s
„
a
4 2 ' 0 4'
EXISTING GROUND
3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8
o
Q I I Q I
o
8.4 L.F. - 18" R.C.P.
AT T STORM DRAIN 60.15
t.-:
d'
60
(1350-D)
J
T.C.
cn
II
LAT. A3
(n
if
N
SEE
PLAN VIEW SHEET
NO. 3
N
.®
2"G
AT C STORM DRAIN --
p
56.97
N
LATERAL PROFILES
H.G.L.
by:
---
a
S. E. CORNER OF CITRUS AND HIGHLAND STAMPED
B.M. No. 8-14 1970
--- -----
O
o
f -
W.S.
EXISTING GROUND
0
a
AT T STORM
DRAIN
oZ
Checked by: D ' 1•,I•
5=0.0383
r. No.: 5/9
2105
52.69 53.15
CITY ENGINEER R.C.E. 25126
a
�
-
J
52.50
O
5
cn
��
EL...5.. EL. I NV.
o
T.
m
O
CV
24.5 LF. - 24 R.C.P. ( 1350 -
O 3
M
O
lqr
F-
+
w
O
J
v
w
52.18
a=
O
50
U) 6V
7.91
C.
"---PROPOSED F.S.
55 H.G.L. AT � STORM DRAIN
- 2.. G
I
50
55
0
0
0
O
a
F_
p 56.21
- W.S.
S=0.0637 ___7 I
. 51.41
___/
50.50 CD 50.80„ INV.
EL. "S"0 EL. R �
06 rl-:
0 HYDRAUL I C DATA +
o Q25 = 16.2 c.f.s.
a V= 5.2 f.p.s. a
U) U)
9.5 L.F. - 24" R.C.P.
(1350-D)
LAT. A4
SEE PLAN VIEW SHEET NO. 3
EXISTING GROUND AT T STORM DRAIN
PROPOSED F.S. AT T STORM
H.G.L.
NOTE:
ALL CATCH BASINS AND INLETS
ARE TO BE CONSTRUCTED DUR-
ING PHASE 2 IMPROVEMENTS.
END OF LATERALS TO BE PIPE CLOSURES
PER CONSTRUCTION ITEM NOTE No.35
LATERAL PIPING WILL BE TERMINATED ONE
W) FOOT INTO FUTURE BASIN LOCATIONS.
O>
O
C N
(Q If
O
W
��
58.88 , 0
T.C. Cl) Go
\ L
_ 1
p 56.09
W.S.
24.5 LF. - 24 R.C.P. ( 1350 -
S=0.0470
O
o
mOD
I.
v
w
52.18
5 2.3 8
50
LAT. A5
EL. ,.R..
a
INV.
VERT.
�
51.06..
� +
HYDRAULIC DATA
O
OD
N
EL. S v
M
N
u
o
•
PLACE ALL UTILITIES CROSSING
3
~o
Oj!-
Icn
ro
N
+
gEiii77
OR PARALLELING THE STORM
M
+
O
OF FO NTANA, CALIFORNIA
-
w
�B �
o=
o
a
o
a�
„
a
4 2 ' 0 4'
EXISTING GROUND
3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8
o
Q I I Q I
o
� Z
AT T STORM DRAIN 60.15
t.-:
d'
60
a
J
T.C.
cn
II
J W S R C E 35458
(n
if
SGa�G':
I m�m . = S . . .
y/
Exp Date:
FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981
PROPOSED F.S.
.®
2"G
AT C STORM DRAIN --
p
56.97
STATION ISLAND ATDesigned
LATERAL PROFILES
H.G.L.
by:
---
- --
S. E. CORNER OF CITRUS AND HIGHLAND STAMPED
B.M. No. 8-14 1970
--- -----
E.K.
43
W.S.
55
Date:
Checked by: D ' 1•,I•
5=0.0383
r. No.: 5/9
2105
52.69 53.15
CITY ENGINEER R.C.E. 25126
52.50
O
5 0
EL...5.. EL. I NV.
o
-- - -
od HYDRAULIC DATA
0--
+
�+ Q2b= 32.0 c.f.s.
0 V= 6.5 f.p.s.
a
a
rJ7
12 L.F. - 30" R.C.P.
(1400-D)
LAT. A6
SEE PLAN VIEW SHEET NO.
_
3
p 56.21
- W.S.
S=0.0637 ___7 I
. 51.41
___/
50.50 CD 50.80„ INV.
EL. "S"0 EL. R �
06 rl-:
0 HYDRAUL I C DATA +
o Q25 = 16.2 c.f.s.
a V= 5.2 f.p.s. a
U) U)
9.5 L.F. - 24" R.C.P.
(1350-D)
LAT. A4
SEE PLAN VIEW SHEET NO. 3
EXISTING GROUND AT T STORM DRAIN
PROPOSED F.S. AT T STORM
H.G.L.
NOTE:
ALL CATCH BASINS AND INLETS
ARE TO BE CONSTRUCTED DUR-
ING PHASE 2 IMPROVEMENTS.
END OF LATERALS TO BE PIPE CLOSURES
PER CONSTRUCTION ITEM NOTE No.35
LATERAL PIPING WILL BE TERMINATED ONE
W) FOOT INTO FUTURE BASIN LOCATIONS.
O>
O
C N
(Q If
O
W
��
58.88 , 0
T.C. Cl) Go
\ L
_ 1
p 56.09
W.S.
�n%.mr Ulf r
APPROVAL I DATE APPROVAL I DATE
ENGINEER 1 DATE CRY DATE
APPROVAL APPROVAL
VV
a
P�
No. 35458
gyp. �' � ••'
+
24.5 LF. - 24 R.C.P. ( 1350 -
S=0.0470
51.25
v
w
52.18
5 2.3 8
50
LAT. A5
EL. ,.R..
a
INV.
VERT.
�
51.06..
51.09
HYDRAULIC DATA
N
I"=4' HORIZ.
•
NOTE:
CONTRACTOR SHALL PROTECT IN
EL. S v
M
-
PROP -8"S �� Q2s= 13.2 c.f.s.
o
N
C -i
PLACE ALL UTILITIES CROSSING
Cd
co
~o
±47.9 BOP V= 4.2 f.p.s.
Q
ro
PREPARED UNDER THE DIRECTION OF:
gEiii77
OR PARALLELING THE STORM
M
+
O
OF FO NTANA, CALIFORNIA
cn
O
.
�B �
ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE
DRAIN, UNLESS OTHERWISE NOTED.
o
a
„
a
4 2 ' 0 4'
❑ P.O.BOX 493
�n%.mr Ulf r
APPROVAL I DATE APPROVAL I DATE
ENGINEER 1 DATE CRY DATE
APPROVAL APPROVAL
VV
a
P�
No. 35458
gyp. �' � ••'
+
24.5 LF. - 24 R.C.P. ( 1350 -
D) cn
LAT. A5
SCALE : 1"=4'
VERT.
�
I"=4' HORIZ.
SEE PLAN VIEW SHEET N0. 3
C� 4 i�_D D I�- J� Gni-).=tom=," -
*E
R
PREPARED UNDER THE DIRECTION OF:
gEiii77
J.F.DAVIDSON ASSOCIATES,INC
CITY
OF FO NTANA, CALIFORNIA
�B �
ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE
t-
❑ P.O.BOX 493
3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8
❑ 27349. JEFFERSON ST. 115
Q I I Q I
I ( A / n Q 14 C ren A T A C-
N T
ff/m JV Armp
RIVERSIDE CA 92501
(714)686-0844
RIVERSIDE, CA 92502 PALM DESERT CA 92260
(714)683-0209 (619)360-3780
TEMECULA. CA 92390
(714)676-7710
! I l_
J W S R C E 35458
Drawn by:
J.S.
STORM DRAIN IMPROVEMENT PLANS
SGa�G':
I m�m . = S . . .
y/
Exp Date:
FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981
.®
BENCHMARK:
FOUND 2 BRASS DISK IN TOP OF OLD GAS
STATION ISLAND ATDesigned
LATERAL PROFILES
by:
Date:
S. E. CORNER OF CITRUS AND HIGHLAND STAMPED
B.M. No. 8-14 1970
S.B. Co. SURV
ELEV. = 1510.91
E.K.
43
DEO. P91
= I
Date:
Checked by: D ' 1•,I•
Approved: Gd-AoAWf6ft 3• Z?•9so
r. No.: 5/9
2105
CITY ENGINEER R.C.E. 25126