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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
a
- 4�
%-w
to ml
O 3 �r'O
.�
93^�
zW392 91 90
U> 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
a
- 4�
%-w
to ml
O 3 �r'O
.�
93^�
zW392 91 90
U> 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
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STORM DRAIN
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-
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1.52'J�
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- LAT
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470— - _
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I
Q25=35.1 cfs
= 4.97 s
— 470 1470—
e�
CONST
,
29.41 LF
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e
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025- 40.0 c
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18 RCP
5
Vffm=5.66
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1350D
CONST.
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1465-
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0
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CONST .-
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CONST 4229 LF
48.28 LF
y
�Na
36' RCP 1350D
(
'RCP (1350D
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--
- LINE `�E"l�oF
AT :
E=1
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CITY
OF FONTANA CALIFORNA
'ROESS, ❑❑ ❑� rem In
�o THUI? 0 SUMMIT HEIGHTS II
y � ?
0017 i Civil Engineering • Planning • Surveying • Public Works DRAW BY: ALE
_ o � 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.: 10
OF CA��F HAROLD A. GARCELON R.C.E. 31681 DATE: R Os -
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