HomeMy WebLinkAbout5188-2PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
1280 1280 .Q=18.0 CFS.- 1280
I
Iw
1�
j
a
+a
oZ
IQ
QIP
1270 S=0.02
CONST. 37.96 LF.
1260 PARKWAY CULVERT (W=6')
J
SULTA
AV�NU
Vmax=4.0 FPS
1.0' CLR. MIN.
* CONTRACTOR SHALL VERIFY
3
LOCATIONS AND ELEVATIONS
l4
OF EXISTING UTILITIES PRIOR
olZ
TO CONSTRUCTION
18.64'
O
ala
MIN WATER
+
+na-^trimNN
PROPOSED
�la
RANSM014IXI �E GRADE
I N
TRUCTURE
coo,
(/MANHOLE ; 100H.G.L
1.25'
\ CLR.
Vmax=4.6
* TRANSITION
c4, 0 3 STRUCTURE
10111mWA
1.0' CLR. MIN.
I DELTA
2' WATER
^^
LENGTH
A
+ °�°•
o m
18.64'
O
OCC�1!
MIN WATER
+
+na-^trimNN
UJ
Z
m
d
904t0
Vmax=4.6
* TRANSITION
c4, 0 3 STRUCTURE
10111mWA
LINE "A"
10+00 11+00 12+00
Underground Service Alert BENCHMARK
SAN BEftWDINO F.B. 4015 PAGE 982
Call: TOLL FREE 7-15 (00510)
ELEVATION: 1286.018'
DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.R.R.R. & FOOTHILL BLVD.
1-800-227-2600 PER QUAD 341172.
* CONTRACTOR SHALL VERIFY
LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR
TO CONSTRUCTION
INDEX
I DELTA
RADIUS
^^
LENGTH
A
+ °�°•
o m
18.64'
O
OCC�1!
MIN WATER
+
+na-^trimNN
UJ
o
2 WATER
ELECTRICAL
coo,
STA 12+42.34
1.25'
\ CLR.
CONDUIT
d (3^
END PIPE
n 12 3
RrN -w,t
1il aim
m.-•
IO"C.F. 2" R
J 3
8" C.F.
R EL
LINE "A"
10+00 11+00 12+00
Underground Service Alert BENCHMARK
SAN BEftWDINO F.B. 4015 PAGE 982
Call: TOLL FREE 7-15 (00510)
ELEVATION: 1286.018'
DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.R.R.R. & FOOTHILL BLVD.
1-800-227-2600 PER QUAD 341172.
* CONTRACTOR SHALL VERIFY
LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR
TO CONSTRUCTION
STORM DRAIN CURVE DATA
INDEX
I DELTA
RADIUS
4 24�' RCP
LENGTH
A
1 4500'00'
45.00'
18.64'
35.34'
WATER
MIN WATER
o
2 WATER
ELECTRICAL
coo,
STA 12+42.34
1.25'
\ CLR.
CONDUIT
d (3^
END PIPE
n 12 3
RrN -w,t
1il aim
1267.75 INV
IO"C.F. 2" R
TC Sic. q" R
8" C.F.
R EL
.00
SEE DETAIL A
UNE 'A" - 2.
6'-0`
- -
-- - HEREON
10
o
�'c2L y2L
�- r-
NO'03'07'E 200.43'
2
�' WATER 10
11/2" cries ,
M
(2)18' RCP 5=0.0020
SEEa�L 'rys'�
M
O z"'• O �jM
mN
20' WIDE DRAINAGE
EASEMENT
SECTION A -A
MANHOLE
4r4 Bars 12" O.C.
�AS
IX. GAS
2
a 0.50 c/a Min. I„ Li, -18 Batter
IX. 8" WATER
SECTION B -B �4 Bars @ Is" 0. C.
STORM DRAIN CURVE DATA
INDEX
I DELTA
RADIUS
TANGENT
LENGTH
A
1 4500'00'
45.00'
18.64'
35.34'
TWO WORKING DAYS BEFORE YOU DIG I ELEVATION = 1286.018' (NGVD '29)
M+ N
(D-2000)
i
D(.8' SEWER -
0C 8'WJ
. 24" 12V
aq
W
JIB
J;
IW
n IJ
CLR.
EXISTING
GRADE
IIS--
RELOCATE IX.JCATC
H
12' WATER *
I
I8.*
- 1270
EN. 1270
1.0' CLR..-
*IX. 25'
I
WATER
MIN WATER
o
2.38'
r
I CUR.
PLAN
1.25'
\ CLR.
� �
ANGLE PER STD. NO. 206
CURB
^
1260 gas 1260
Znj
� m - N W N
(D-2000)
CON ST. 24.57 LF. - 24' RCP
LATERAL "A"
1+00 2+00
=$TA. 1+00.00 LAT."A" `.J
C/L INT. 1262.44 INV.
24" RCP S=0.0020
W=14.0'
V=4.53'
EX. 12" WATER
EX. 12' WATER
EX. 12' SEWER
W=14'
V=833' - -
0 20 40 80 120
SCALE:1 "=40'
PREPARED BY:
0 Thienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRADA, CA RN14 90638
P -4 1 (714)521-4173
l� 9-zz0E--/V
R5rNHARD STENZEL R.0 . 56151 EXP. 12/31/14 DATE
* R.C.E. N0. 56155 r -
S Exp. 12-31-14 Q
9TF CIV 1�- Off?
OF C A��F
MARK
PUBLIC STORM DRAIN CONSTRUCTION NOTES
1O CONSTRUCT 6' WIDE MODIFIED PARKWAY CULVERT PER SAN BERNARDINO COUNTY STD.
PLAN NO. 210A, WITH MODIFIED INLET FOR FOR 2-18" RCP.
2O CONSTRUCT (2) 18" R.C.P. D-2000.
3O CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER S.P.P.W.C. STD. PLAN NO. 342-2.
4O CONSTRUCT 24` R.C.P. D-2000.
O CONSTRUCT MONOLITHIC CONNECTION PER S.P.P.W.C. STD. PLAN NO. 308-2.
6O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004,
"W" PER PLAN.
7O CONSTRUCT MODIFIED TRANSITION STRUCTURE PIPE TO PIPE (DOUBLE BARREL TO SINGLE
BARREL) PER CITY OF FONTANA STD. PLAN NO 3026.
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. 3003, CASE `B'.
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. 3003, CASE "C`.
10 FIELD VERIFY EXISTING UTILITY LINES RELOCATE IF REQUIRED, TYPE AND SIZE OF
UTILITY LINES PER PLAN
11 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN NO 3010.
12 CONSTRUCT 36" MANHOLE PER S.P.P.W.C. STD. PLAN NO. 323-2.
4.0 36'0 M.H. 12
OPENING
C.
o�
U
2-18'
RCP
6'x0.33' BOX
CULVERT 3
DETAIL 'A"
SCALE: 1 "=5'
5.0'
C L M.H. 2'-8"
36'0 M.H. 12
OPENING
I
LOI oI b _
N
\24' RCP
2-18"
RCP 7
DETAIL 'B'
SCALE: 1"=5'
CITY OF FONTANA
APPROVED BY:If /
DATE:
CITY ENGINEER R.C.E. 51152
COUNTY OF SAN BERNARDINO
DEPARTMENT OF PUBLIC WORKS
RECOMMENDED BY:
TRAFFIC DIVISION
APP OVED BY:
DATE A KIM
HIEF, LAND D
Ii (3 ty
DATE
DIVISION
PARKWAY CULVERT DETAIL
N.T.S.
STORM DRAIN
PLAN AND PROFILE
SULTANA AVENUE
APN: 0232-051-11,12,26,27&36
COUNTY OF
SAN BERNARDINO
ROAD NO.
FILE NO.
SHEET 2 OF j
5188-2
To EL MANHOLE
A IC EL
FRAME 8 COVER PER
B
41 STD. NO. 204
l ADD 2 'r4 Bars
-t-
�I X SIDEWALK
To E \ \
IE EL X / Typical Reinforcing
PLAN
u 31/2"x 3 1/2"x 1/2" STEE
ANGLE PER STD. NO. 206
CURB
BANDDARD
\ r W/NO SUPPORT BAR
GUTTE8"
C. F. Flow Line
IO"C.F. 2" R
TC Sic. q" R
8" C.F.
R EL
t
Transition Tronsiti"on R E
A� B"to 10"CA B 10"to 8C.F
3'-0" Flow Line 050%Min.
6'-0`
"4 Bars (ai IB"
�
6'- 6" 6"
11/2" cries ,
' 61/2": - ..,._. 61/2„
'r4 hors IB"
SECTION A -A
MANHOLE
4r4 Bars 12" O.C.
2
a 0.50 c/a Min. I„ Li, -18 Batter
SECTION B -B �4 Bars @ Is" 0. C.
NOTES --
I. CONCRETE SHALL BE CLASS "A"
2. FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL TROWEL FINISH.
3. TOP OF BOX TO HAVE SIDEWALK FINISH.
4. ANCHORS SHALL BE SYMMETRICALLY SPACED AND NOT TO EXCEED 4' BETWEEN CENTERS,
AND BE PLACED 4 1/2" FROM EACH END OF THE STEEL ANGLE,A MINIMUM OF 3 ANCHORS
IS REQUIRED.
SAN BERNARDINO COUNTY TRANS. DEPT.
OUTLET STRUCTURE
210
A. MILLER
KEN
Director of Transportation
CITY OF FONTANA
APPROVED BY:If /
DATE:
CITY ENGINEER R.C.E. 51152
COUNTY OF SAN BERNARDINO
DEPARTMENT OF PUBLIC WORKS
RECOMMENDED BY:
TRAFFIC DIVISION
APP OVED BY:
DATE A KIM
HIEF, LAND D
Ii (3 ty
DATE
DIVISION
PARKWAY CULVERT DETAIL
N.T.S.
STORM DRAIN
PLAN AND PROFILE
SULTANA AVENUE
APN: 0232-051-11,12,26,27&36
COUNTY OF
SAN BERNARDINO
ROAD NO.
FILE NO.
SHEET 2 OF j
5188-2