HomeMy WebLinkAbout3035-10 (2)t
CONSTRUCTION NOTES
3 CONSTRUCT 36' DIA. R.C.P., D -LOAD PER PLAN
4 CONSTRUCT 18' DIA. R.C.P., D -LOAD PER PLAN
10 CONSTRUCT MANHOLE -PIPE TO PIPE PER A.P.W.A. STD. 320-1. (SEE DETAIL ON SHE 3)
12 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. NO. 340-1, SEE SHEET 12
18 CONSTRUCT BRICK AND MORTAR PLUG
40 0 40 80
1 "= 40' iiiia
scale feet
i
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CALTRANS CONTRACT
08-204304
t I ,
CURVE TABLE
CURVE ANGLE I LENGTH RADIUS TANGENT
A 45'09'43" 1 17.74' 22.50' 9.36'
NOTICE TO OONTFU CTOR
CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
T \I\r T PINTAIL WAYi
1
I
I
4 27 27 1
I _
I
7 20' 20' '
N
N
M I 43
00 U
R/W // I
18
l9'W -
4 N
18
N44 4ii 4z W :. iv
37.11 q V" Z
a4
w
to ml
O 3
r'O
93^
zW392 91 90U> Wa_p
CLINE teE")
REV REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
REcoRD DRJ'•vJIN6 Z -A -01 "61'5-o
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 CONDITIONS AND
STANDARDS IN EFFECT.
t
BEECH AVE
1 CALTRANS CQYTRACT
I # 08-204W4
d
1`
z
1=
I
I W
10+51.54-
10
ST 8+65.78
A1=45' B1=18'
FINISH SURFACE OVER
A2=35' B 18' LAT ,
D1=36" D 36 5'
291
o+
A 32 0
1 N 45'01'35" E 3
I ° 27.01
i'
1210+00.00 BRANT DR
ST 163+51.25 .
BEECH AVE
o
A =45' D =60"
B =36' D1=
2`60" C=
3.53' m
BEECH AVE
CALTRANS CONTRACT
08-204304
t I ,
CURVE TABLE
CURVE ANGLE I LENGTH RADIUS TANGENT
A 45'09'43" 1 17.74' 22.50' 9.36'
NOTICE TO OONTFU CTOR
CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
T \I\r T PINTAIL WAYi
1
I
I
4 27 27 1
I _
I
7 20' 20' '
N
N
M I 43
00 U
R/W // I
18
l9'W -
4 N
18
N44 4ii 4z W :. iv
37.11 q V" Z
a4
w
to ml
O 3
r'O
93^
zW392 91 90U> Wa_p
CLINE teE")
REV REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
REcoRD DRJ'•vJIN6 Z -A -01 "61'5-o
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 CONDITIONS AND
STANDARDS IN EFFECT.
to
COV.
EXISTING SURFORM
DRQ
LO
FINISH SURFACE OVER G
480_ o+
STORM DRAIN
1480 1480— FINISH SURORM DRAIN
FINISH SURFORCE OVER
M DRAIN
I 8• EXISTING SURFACE OVEF EXISTING SURFACE OVER
1475—
W
II. r _ _ _ . 1475— .:.
STORM DRAR STORM DRAIN
1475 , HGL HGL
II
I I . NJ
r
o
I I 1.52'J
LAT E 2 LAT E 1 :
470— - _ I I e
I Q25=35.1 cfs
4.97 s
470 1470—
e
CONST
29.41 LF
J
I
e
025- 40.0 c J 18 RCP 5
Vffm=5.66 fps
1
1350D
CONST.
z oo z i
z
34.99' LF
18* RCP
1465-
46
8. TO,P
r
d o N i 5 1465
nom Oo
N Co
O
N
Z
1350D >
S
11
IALIR
r-
m
f, f
GC fl r V) IIJG
r- +
Q25=7.51 cfs
M
to
N
M
i w t 1 CLP O Cl
IU Cl!
CoLo
N
Z° 7t
Q25=4.14 cfs .
0 0000 ozzuCONST .- Q'
co
tj1
CONST 4229 LF 48.28 LF y
Na36' RCP 1350D RCP (1350D 31Mt
LINE `E"l
oF AT : E=1
7777-
LAT E- 2A!
CITY OF FONTANA CALIFORNA
ROESS, rem InoTHUI? 0 SUMMIT HEIGHTS II
y ? 0017 i Civil Engineering • Planning • Surveying • Public Works DRAW BY: ALEo a HS
STORM DRAM INPROVEIN NT PLANS
1 "= 40' C-1)
No. 31681 -- 1152 N. Mountain Ave. Ste. 100 •Upland, CA 91786-3669 " 909-982-7777
DESIGNED BY: LYTLE MAD ATE
Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF:
HS $ 10-26-01
CIVIC-
0\
P
5(17(67- CHECKED BY: 0 WG NO.: 10OFCAFHAROLDA. GARCELON R.C.E. 31681 DATE: R Os -
amrirymrrporrRilenATr. I U
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2
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE, SUITE 300
RIVERSIDE, CA 92501
TEL (951) 543-9868
2
PROP.
PL
19.55 LF
24" RCP(1500D)
10
+
3
5
.
6
3
14
8
2
.
0
2
I
N
V
2.7%
Q100 = 8.08 CFS
(TRACT 20511)
HGL
EL: 1482.55
EXTEND LAT "B-6" 19.5 LF 2/29/24 KM2 7/3/24