HomeMy WebLinkAbout4825-2NOTE:
CONTRACTOR TO POT HOLE AND VERIFY EXISTING UTILITIES
AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION. ANY PIPES CROSSING WITHIN 1' CLEAR
SHALL HAVE PCC PIPE PROTECTION PER CITY STD.
0
I
0
I SEE ON SITE STORM DRAIN PLANS
0
M -
CL
�
Q
Cif
a I -
TC=1117.26 6
Cif I W=7.00' V=6.86'
X 1110.40 INV
N45.00'00"W 1'X2' RCB
LINE_ A2 010=13.36 CF
O
L=7.08' V=4.09 FPS
14+00
11
W-1110.36
TOP SD: 11.86 1
BOT DW: 13.05
, INE "A" 14+07.27
N ,,a JS MH #5 7
+ Z (12"SS)
w
(21"SS)
BENCHMARK:
CHISELED SQUARE IN WEST CURB RETURN N.W.
CORNER SLOVER & CITRUS AVENUE ELEV =
1067.73
BASIS OF BEARINGS:
THE CENTERLINE OF JUNIPER AVENUE SHOWN AS
N 00'12'52" W, PER CITY OF FONTANA, PARCEL
MAP NO. 4778, RECORDED IN BOOK 63, PAGES
23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN
THE OFFICE OF THE COUNTY RECORDER OF SAN
BERNARDINO COUNTY.
6+00
PREPARED BY:
48'
(12'S )
- (21 SS)
-������ �11111 18 TECHNOLOGY, STE 154
CONSULTING, INC. ' 60-660c 9""
CIVIL ENGINEERING F. 949.760-6605
LAND PLANNING & SURVEYING WWW.CVC-INCNET
RIGHT OF WAY
13+00
EX LIP OF GUTTER
(12"SS) - (12"SS)
(21"SS) (21"SS)
00 *m
YY
SD LINE "An PROFILE
L STA:8+81.72
CB 4
PROPERTY LINE 6 TC=1118.03
W=14.0' INV 1109.22 ,
EX 12" WATERLINE V=8.81'9 /
- INSTALL 8 THICK PCC BLANKET 2 WIDE 1 5.00'00
CENTERED ON PIPE LINES Al
T01rSD� n C%O 4.5>-1 - /L--_4. W
nnr nui_4n ee
12+00
N89.42'47"E 368.10'
EX 40
WTR
(12"SS)
(21 "SS)
7+00 8+00
VALLEY BOULEVARD
SD LINE "A%
T❑LL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EX. 12" SS
(12"SS)
(21"SS)
EX 21 " SS
a
10.2'
6.4'
21'
Y '
Z
m
I o 1
0 1
x
W
Y2 CFS 10+19.74 EC'
FPS
10+33.28
END TRANS
V 1109.20 10 .28
7L,NE
-BEGIN TR/
"A" 10+87.84 7
JS MH #4 /
(12"SS) -
EX PIPE TO BE ABANDONED IN PLACE
- (21 "ss) -PER GREENBOOK -STDS
9+00
v
9 12
10+07.85 BC
TYPICAL
INSTALL 8" THICK PCC BLANKET 2' WIDE
CENTERED ON PIPE IF COVER IS LESS THAN 1'.
� z
� z
0
z z
cn
ao as
0 0
1
HOR: 1 "=20'
SCALE: VER: 1 "=2'
�
INSTALL 18"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
INSTALL 30"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
(D -INSTALL
48"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER PER GREENBOOK STDS.
4�
CONSTRUCT
MANHOLE PER CITY OF FONTANA STD. NO. 3012.
CONNECTION
TO EXISTING STORM DRAIN MANHOLE.
CONSTRUCT
CATCH BASIN PER CITY OF FONTANA STD. NO. 3004.
W
7a-
CONSTRUCT
MANHOLE PER CITY OF FONTANA STD. NO. 3013.
ZINSTALL
Prepared Under The Supervision Of :
2
lei � p 12a�'�I t-Ic-aS
3 0l3
��5
CALIFORNIA
1 o -a 1
S/a
REVISED PLAN AND PROFILE DUE TO UTILITIES
6/2010
VS
•�
REV.
REVISION DESCRIPTION
DATE
ENGR.
WIDE x 3' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND
DATE
Y '
Z
m
I o 1
0 1
x
W
Y2 CFS 10+19.74 EC'
FPS
10+33.28
END TRANS
V 1109.20 10 .28
7L,NE
-BEGIN TR/
"A" 10+87.84 7
JS MH #4 /
(12"SS) -
EX PIPE TO BE ABANDONED IN PLACE
- (21 "ss) -PER GREENBOOK -STDS
9+00
v
9 12
10+07.85 BC
TYPICAL
INSTALL 8" THICK PCC BLANKET 2' WIDE
CENTERED ON PIPE IF COVER IS LESS THAN 1'.
� z
� z
0
z z
cn
ao as
0 0
1
HOR: 1 "=20'
SCALE: VER: 1 "=2'
4 10+05.55
CL MH 2 -� (2 ' ° s )+--
I
I
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
CURVE TABLE
DELTA I LENGTH I RADIUS I TAN
C2 45-17"13" 1 17.78 22.50 1 9.39
d
Ln
N
cuN
O
0
N
N
Ln
S
N
3
o
m
: a
N
0
SCALE: 1 " = 20'
11
11
ma
0
0
�
INSTALL 18"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
INSTALL 30"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
(D -INSTALL
48"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER PER GREENBOOK STDS.
4�
CONSTRUCT
MANHOLE PER CITY OF FONTANA STD. NO. 3012.
CONNECTION
TO EXISTING STORM DRAIN MANHOLE.
CONSTRUCT
CATCH BASIN PER CITY OF FONTANA STD. NO. 3004.
W
7a-
CONSTRUCT
MANHOLE PER CITY OF FONTANA STD. NO. 3013.
ZINSTALL
Prepared Under The Supervision Of :
24"
RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
CITY OF
FONTANA,
CALIFORNIA
0
S/a
a
INSTALL RCP
TO RCB TRANSITION STRUCTURE IN THE LOCATION SHOWN
AND PER SPPWC STANDARD 342-1, T=4", ANGLE -5'42'38". SEE SHEET 4.
a
IS -INSTALL
3'
WIDE x 3' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND
LOAD
SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4.
WDEAD
STORM DRAIN
11
INSTALL 2'
WIDE x 1' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND
z
DEAD LOAD
SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4.
12
INSTALL 2.5' WIDE x 2' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND
SCALE:
DEAD LOAD
SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4.
4 10+05.55
CL MH 2 -� (2 ' ° s )+--
I
I
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
CURVE TABLE
DELTA I LENGTH I RADIUS I TAN
C2 45-17"13" 1 17.78 22.50 1 9.39
d
Ln
N
cuN
O
0
N
N
Ln
S
N
3
o
m
: a
N
0
SCALE: 1 " = 20'
11
11
ma
0
0
10 20
40
Ln
m
Prepared Under The Supervision Of :
CITY OF
FONTANA,
CALIFORNIA
0
S/a
J
W
STORM DRAIN
IMPROVEMENT PLAN
y
SCALE:
DRAWN BY:
Li
e> No. 3352
m
DSK
VALLEY
ARD
AS SHOWN
A
DESIGNED BY:
# Exp. 6/30/2010 *
-
DATE:
o
scivic
fgTE
DSK
1 1/20/09
OF CAIOE
Date'��p�
o
CHECKED BY:
APPROVE
DRAWING NO.:uj
2
VINCENT W SCARPATI P.E. 33526
`fJ'�VS
DATE: 'v
4825
CITY
ENGINEER
R.C.E. 51152
4