HomeMy WebLinkAbout3513-4_T
5
LO
=In
4-- j6d=_252�2_
�id6-�1-817-=FPS4 T-INGE-SURFAC ------
SOS
L T-
----I=AI30VE--SD--
i==E3O7-_ MINaCLR
m C�_-*
M -c
L _:_T
POSE111 11
T_
,00�
0 -i -M m
+
----------
T
.1 -- ------- - -------
..... . -_ - &__ f HGI
7-
= M
L
. ... . .......
=E-7
_7
+
T- ... .. ... . . ....
r ------ T_
-4
-MIN-CL
--st R
L- - - - ----------
_T_
o --- --- -1 �!=S
PROP, OSEIX- 2,
_T
- ---------
F
4--
----------
---------- -- ----- - - -----
-REVE _=EI N-EIPT- r
-HUL-
L
-- ------- 10 ff P ------ ------ -------
c
L----- -
A
.---+LLJ
--- :Fc_5
r------ -------- ------
F
r
7- - ------
--- - ------
L
777+7=7�
C> AD -
_T
f
E: 771
R TO VERIFY
F_
Ol
HORIZ. 1 =4
LOCATION AND ELEVATION
PROFILE SCALE:
VERT. 1 =41 +
-4 r I I I I
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
CONSTRUCTION NOTES,
CONSTRUCT 54-0 RCP STORM DRAIN
------------------------
CONSTRUCT 480 RCP STORM DRAIN
PER CALTRANS STI) PLAN NO. D80
128250
. . . . . ............... . ..... . ........ . . . . ...........
STA 1 �85 82 RCB cm a -"-I
15 of C- CONSTRUCT TRANSITION STRUCTURE PER APWA STD.
STA. 10+00. @ STA. 10+2547"LAT C-15 TA- 10+2+80 LAT. pi Am mn xin-i
SBCFCD EASEMENT LINE
S H 0"' P A
57.00 F.F. /__
C 6
0)1548.15 INV
1 S=0.02
L=5'
STA. 11 +87
10+00.0(1 LAT. 2
IAZZ A R
STA. 0+62.86
RCB
10+00.00 LAT. C 14
-A -;�-717 -90! R=48--
S� ELEV;��.
I A -r f% 4
547.56 INV S__'�0.754
L-15'
7 1
- klIT
A V, B 18 5661mic
STA 13+28.94 RCB y Q3km.46 Tc
R S,,EL�V=1555.89 562.20 INV
VZ -V STA. 10+00.00 LAT. C-4 rl- @ CONSTRUCT MANHOLE PER APWA STI) PLAN NO. 323-1
LOT U N E (TYP.) > 156 wl SO L____j
A=90', B=18 0 mn 6 WIDTH=4' C 5 4 no 1% , r--: Lr)
m 0 3=0-2140 I LO
t- '4111AI-411 IAIPLX- c� CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
LO
CD S ELEV= 1551.51 1* STA 174�9.41 RCB 15'
Ln SrA. 10+00.00 LAT. C-7
to r-111) 9STA. 10�90.00 LAT. C-6 ------------- 20.5' 1 / \ . 111- PLAN NO. 333-1
Iq k=- 0: � / "-
w7 STA 1 + R Ld
7' \�V STA. 1.0+0 4T, C__�l S ELEV= 557.68 Ld
CO -A--9 9;
ONI;< @ CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
t56150
A=9V, B=18* PLAN NO. 332-1
LINE
�Typ,p
C -4i S ELEV--l-55-7-.52
CONSTRUCT CONCRETE COLLAR PER APWA STD.
rVT
It 8
2 ON SS7T 0 M D RJAJ EM NE T IA 0_1 - PLAN NO. 380-3
11 f Ld
A9 q=O. 818 LAJ
KiN R CONSTRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER
V- CALTRANS SM. PLANS D93A AND D93C.
3 L2�00
/ I/-, - - +_ - . I - --f 1,700 F
LAT C 6 1556.75 INV CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIEP�APWA
9 r �7_ STD PLAN NO. 300-2 (SEE D ErAIL ON SHEET 9
min
E)
oo� I AT r
T17-1 11
. ...................
0
STA. 10+24.04 LAT C 5 60 THICK BRICK MORTAR AND SM
OF
SRA
C C-7
'o 1563.91 TC
'11 9 "54 R�El 1559.30 INV
STA. 1 0+0D.,00 LLAT. C - 3 10+24. AT. C-7 +33.11 RCB
A=9(r, B=18* WIDTH=14' . 7 TC 04
KV SrA. 10+00.00 LAT. C-
S EMV=150.06 . 0 INV cq
A6 SHOPS G I A=9O`, 13=1 8'
4 A,
E3 S ELEV=1558.60 @ CONSTRUCT JUNCTION STRUCTURE PER APWA
AZ PLAN NO. 334-1
CONSTRUCT 300 RCP (2000D)
64.50 FF
SBCFCD EX STIN IDAL HAN .............. o -o --LOT LINE (TYP.)
... ............. ............. Lj .......... LLJ CONSTRUCT BOX CULVERT WARPED VANGWALLS PER
..........
SUMMIT UE RAIN TO BE 3r .......
................. ....
I CALTRANS SID. PLAN D86A.
LA7ERAL C-2 PER .........
SEIC EASEMENT LINE
rSBCFCD EASEMENT LINE - /////1 M @ CONSTRUCT 2e RCP (2000D)
97960
. ............... . .
........ mnT mr-n 2
-.* .... '% A
1_� 71)F1 ...... ... .... ............. ;,
............. . .............................. .....................
.......... ............................. ..........
........................
.............................
EXIST. 1 ..... ........... ................
6A 1&4.07 ........
SBC I NCRETE BLANKET PROTECTION P SID
cv- r 178��EXIS71NG-7RAP OIDAL C 0.
sommomow ------- 41111 a- 0 _7F F= SUMMIT AVENUE STORM DRAIN TO BE REM
64.70 FF
7-/
NIUM M 4- WIUL REINFORM
CONSTRU .5 X
-70� PER CALTRANS STD PLAN NO. D80
STA. 10+0
Rr. CONSTRUCT TRANSITION STRUCTURE PER APWA SM
@
STA. 10+00-00 A PLAN NO. 342-1
�C IF
JOIN EXIST. 1 5'X�5R.C.B.
REMOVE EXIST. HEADWALL L EASEMENT 77 CONSTRUCT 3' HIGH BY 3 WIDE REINFORCED CONCRETE BOX
LINF, PER CALTRANS STD PLAN 'NO. 1380
E.0
CT SITION 1�
STA 10+16. RCB
__10
�Lv STA. +O0k0O._lAT. G-1
20' STORM DRAIN'EAS
SECTION,,PNE G-
LA71ERAL PER e
SHAWN UNE/rmur L
A
CB# C-14 Azv
( -)STA. 10+52
19 .19 LAT C
`,�1553.50 TC 77
1548.70 IW` 4�--Exisw JN_ jjkjrq No. 45715
A
CC
WIDTH=7' kINFUR ED CONCRETE, -BOX 11 1., 1
EXP. 12-31a
</
AS I 07/21/05a
1. CUIRVE JAB E
rUR"*VEolIfNGTH-"RA'*D�
__b_EL17r"
TAMENT
(D 59.73' 75.00"
45738"Ol"
31.55'
1 0 1 78.54"1 100.001
45000'00"1
41.42 9
T_
- - -----
-_7
=Q,&t=2517.4-XFS
0;87-C
1 =V- j q q -7.747-: 1
-IV
T 7- =I_�
_T
5
LO
=In
4-- j6d=_252�2_
�id6-�1-817-=FPS4 T-INGE-SURFAC ------
SOS
L T-
----I=AI30VE--SD--
i==E3O7-_ MINaCLR
m C�_-*
M -c
L _:_T
POSE111 11
T_
,00�
0 -i -M m
+
----------
T
.1 -- ------- - -------
..... . -_ - &__ f HGI
7-
= M
L
. ... . .......
=E-7
_7
+
T- ... .. ... . . ....
r ------ T_
-4
-MIN-CL
--st R
L- - - - ----------
_T_
o --- --- -1 �!=S
PROP, OSEIX- 2,
_T
- ---------
F
4--
----------
---------- -- ----- - - -----
-REVE _=EI N-EIPT- r
-HUL-
L
-- ------- 10 ff P ------ ------ -------
c
L----- -
A
.---+LLJ
--- :Fc_5
r------ -------- ------
F
r
7- - ------
--- - ------
L
777+7=7�
C> AD -
_T
f
E: 771
R TO VERIFY
F_
Ol
HORIZ. 1 =4
LOCATION AND ELEVATION
PROFILE SCALE:
VERT. 1 =41 +
-4 r I I I I
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
CONSTRUCTION NOTES,
CONSTRUCT 54-0 RCP STORM DRAIN
------------------------
CONSTRUCT 480 RCP STORM DRAIN
PER CALTRANS STI) PLAN NO. D80
128250
. . . . . ............... . ..... . ........ . . . . ...........
STA 1 �85 82 RCB cm a -"-I
15 of C- CONSTRUCT TRANSITION STRUCTURE PER APWA STD.
STA. 10+00. @ STA. 10+2547"LAT C-15 TA- 10+2+80 LAT. pi Am mn xin-i
SBCFCD EASEMENT LINE
S H 0"' P A
57.00 F.F. /__
C 6
0)1548.15 INV
1 S=0.02
L=5'
STA. 11 +87
10+00.0(1 LAT. 2
IAZZ A R
STA. 0+62.86
RCB
10+00.00 LAT. C 14
-A -;�-717 -90! R=48--
S� ELEV;��.
I A -r f% 4
547.56 INV S__'�0.754
L-15'
7 1
- klIT
A V, B 18 5661mic
STA 13+28.94 RCB y Q3km.46 Tc
R S,,EL�V=1555.89 562.20 INV
VZ -V STA. 10+00.00 LAT. C-4 rl- @ CONSTRUCT MANHOLE PER APWA STI) PLAN NO. 323-1
LOT U N E (TYP.) > 156 wl SO L____j
A=90', B=18 0 mn 6 WIDTH=4' C 5 4 no 1% , r--: Lr)
m 0 3=0-2140 I LO
t- '4111AI-411 IAIPLX- c� CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
LO
CD S ELEV= 1551.51 1* STA 174�9.41 RCB 15'
Ln SrA. 10+00.00 LAT. C-7
to r-111) 9STA. 10�90.00 LAT. C-6 ------------- 20.5' 1 / \ . 111- PLAN NO. 333-1
Iq k=- 0: � / "-
w7 STA 1 + R Ld
7' \�V STA. 1.0+0 4T, C__�l S ELEV= 557.68 Ld
CO -A--9 9;
ONI;< @ CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
t56150
A=9V, B=18* PLAN NO. 332-1
LINE
�Typ,p
C -4i S ELEV--l-55-7-.52
CONSTRUCT CONCRETE COLLAR PER APWA STD.
rVT
It 8
2 ON SS7T 0 M D RJAJ EM NE T IA 0_1 - PLAN NO. 380-3
11 f Ld
A9 q=O. 818 LAJ
KiN R CONSTRUCT CSP PIPE RISER WITH DEBRIS RACK CAGE PER
V- CALTRANS SM. PLANS D93A AND D93C.
3 L2�00
/ I/-, - - +_ - . I - --f 1,700 F
LAT C 6 1556.75 INV CONSTRUCT CURB OPENING CATCH BASIN PER MODIFIEP�APWA
9 r �7_ STD PLAN NO. 300-2 (SEE D ErAIL ON SHEET 9
min
E)
oo� I AT r
T17-1 11
. ...................
0
STA. 10+24.04 LAT C 5 60 THICK BRICK MORTAR AND SM
OF
SRA
C C-7
'o 1563.91 TC
'11 9 "54 R�El 1559.30 INV
STA. 1 0+0D.,00 LLAT. C - 3 10+24. AT. C-7 +33.11 RCB
A=9(r, B=18* WIDTH=14' . 7 TC 04
KV SrA. 10+00.00 LAT. C-
S EMV=150.06 . 0 INV cq
A6 SHOPS G I A=9O`, 13=1 8'
4 A,
E3 S ELEV=1558.60 @ CONSTRUCT JUNCTION STRUCTURE PER APWA
AZ PLAN NO. 334-1
CONSTRUCT 300 RCP (2000D)
64.50 FF
SBCFCD EX STIN IDAL HAN .............. o -o --LOT LINE (TYP.)
... ............. ............. Lj .......... LLJ CONSTRUCT BOX CULVERT WARPED VANGWALLS PER
..........
SUMMIT UE RAIN TO BE 3r .......
................. ....
I CALTRANS SID. PLAN D86A.
LA7ERAL C-2 PER .........
SEIC EASEMENT LINE
rSBCFCD EASEMENT LINE - /////1 M @ CONSTRUCT 2e RCP (2000D)
97960
. ............... . .
........ mnT mr-n 2
-.* .... '% A
1_� 71)F1 ...... ... .... ............. ;,
............. . .............................. .....................
.......... ............................. ..........
........................
.............................
EXIST. 1 ..... ........... ................
6A 1&4.07 ........
SBC I NCRETE BLANKET PROTECTION P SID
cv- r 178��EXIS71NG-7RAP OIDAL C 0.
sommomow ------- 41111 a- 0 _7F F= SUMMIT AVENUE STORM DRAIN TO BE REM
64.70 FF
7-/
NIUM M 4- WIUL REINFORM
CONSTRU .5 X
-70� PER CALTRANS STD PLAN NO. D80
STA. 10+0
Rr. CONSTRUCT TRANSITION STRUCTURE PER APWA SM
@
STA. 10+00-00 A PLAN NO. 342-1
�C IF
JOIN EXIST. 1 5'X�5R.C.B.
REMOVE EXIST. HEADWALL L EASEMENT 77 CONSTRUCT 3' HIGH BY 3 WIDE REINFORCED CONCRETE BOX
LINF, PER CALTRANS STD PLAN 'NO. 1380
E.0
CT SITION 1�
STA 10+16. RCB
__10
�Lv STA. +O0k0O._lAT. G-1
20' STORM DRAIN'EAS
SECTION,,PNE G-
LA71ERAL PER e
SHAWN UNE/rmur L
A
CB# C-14 Azv
( -)STA. 10+52
19 .19 LAT C
`,�1553.50 TC 77
1548.70 IW` 4�--Exisw JN_ jjkjrq No. 45715
A
CC
WIDTH=7' kINFUR ED CONCRETE, -BOX 11 1., 1
EXP. 12-31a
</
AS I 07/21/05a
1. CUIRVE JAB E
rUR"*VEolIfNGTH-"RA'*D�
__b_EL17r"
TAMENT
(D 59.73' 75.00"
45738"Ol"
31.55'
1 0 1 78.54"1 100.001
45000'00"1
41.42 9
7 REVISED LAT. & CB #C-14 C
REV.
REVISION DESCRIPTION DATE ENGR. CITY DATE
PLAN CHECK ISSUE 2/2/04---c--� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
2 PLAN CHECK ISSUE 2/19/04 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 1��(�ESS/
4ITC/i STORM DRAIN IMPROVEMENT PLANS
A3 REVISED SIZE OF RCB LINE C AND ALIGNMENTS OF 5/04/04 A -Z. ell
Irl rl 11, DRAWN BY -
GRAPHIC SC AT A1WWWWWWVVWWVM /VNNNN&#A&VVVA&A&%l`Iw RrR HNF r Ar I AT r-1-4 Pp*\Aqf7n HM17 A rNkAPKIT qHC)WN] HF=PF=nN] Amn r.Appim I=nRTH im A nn lr-.FMT KAANINIPP 99 99 SCALE
40 0 20 40 80
( IN FEET )
I inch = 40 ft.
160
I I -c rn AT n%o &11117= %a AS SHOWN
DIAL TWO WORKING REALIGN RCB AND DELETED LAT. A-15 5/14/0,4- --JC-ow -.1 No. 4-5715 cn R.C.E. 45715 EXP 12-31-06
BEFORE DAYS BEFORE Exp. 12-31-06 DESIGNED BY: NOm 16235 DATE
YOU DIG YOU DIG 4 REVISED ALIGNMENT OF LINE A 5/19/04-=C THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO cm JAM -e-< ) - 2/19/04
TOLL FREE 1-800-227-2600 5 REVISED ALIGNMENT OF LINE A 6/4/04.---Je� BRING THEM INTO CONFORMANCE WITH CONDITIONS AND OFF' C Date f1114t CHECKED BY- A OVED DRAWING NO.: 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A6 REVISED LAT. C-2 AND C-14 6/30/0*mNJN� STANDARDS IN EFFECT. LMG 3513 0
bTY tNOINEE-R R.C.E_ Fllrl'59 DATF-