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FUTURE
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(SEPARATE PLAN) •
I II INSTALL PROTECTION
BARRIER. SEE DETAIL
I ON SHT. NO. 9
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EX. FINISHED /
SURFACE
APPROX. LOCATION
EXISTING 12 WATER
VERIFY LOCATION
AND ELEVATION PRIOR
TO CONSTRUCTION
EXISTING 24" RCP
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51.05'
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CONS ULT 345.81 LF. 78" R.C.P.t-5 -0
STA 17+39.65
C.L. M.H.
RIM ELEV.=906.50
\ APPROX. LOCATION
EXISTING 6" GAS
VERIFY LOCATION
AND ELEVATION PRIOR
TO CONSTRUCTION
100 -YEAR H.G.L.
;A;
CO ETE CASE
EXISTIN EWER
. 66" INLAND EMPIRE
UTILITY AGENCY SEWER
(890.10)
INV
CONSTRUCT 158.02 L.F.
X
X
EXISTING A.C. X
O ACCESS RO 91 1 O
e7 1
co TRENCH WIDTH I
E-+ EX. X24 GRATE I
w T E REMOVED AND ;`ONC. GEAR
w PLACED PER .P,W.A.
ITI STD. "80-2
U) EX -F' R.C.P.
w 5x0.183 TO BE. REMOVED Er ANNEL
CONC. COLLAR I
PER A.P.W.A.
• !,b STD. 380-2 I
900
Z zU
78" DIAMETER
NOTE: CONTRACTOR SHALL
VERIFY LOCATION AND INVr
ELEVATION PRIOR TO ANY
CONSTRUCTION.
893.90
INV 78"
OO 01 890
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12.67'
REMOVE EX. 24"R.C.P.
04
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CONST. 8.50 LF.
EXISTING 24" R.C.P.
28.67'
51.05'
�
Cal
00
100 -YEAR H.G.L.
;A;
CO ETE CASE
EXISTIN EWER
. 66" INLAND EMPIRE
UTILITY AGENCY SEWER
(890.10)
INV
CONSTRUCT 158.02 L.F.
X
X
EXISTING A.C. X
O ACCESS RO 91 1 O
e7 1
co TRENCH WIDTH I
E-+ EX. X24 GRATE I
w T E REMOVED AND ;`ONC. GEAR
w PLACED PER .P,W.A.
ITI STD. "80-2
U) EX -F' R.C.P.
w 5x0.183 TO BE. REMOVED Er ANNEL
CONC. COLLAR I
PER A.P.W.A.
• !,b STD. 380-2 I
900
Z zU
78" DIAMETER
NOTE: CONTRACTOR SHALL
VERIFY LOCATION AND INVr
ELEVATION PRIOR TO ANY
CONSTRUCTION.
893.90
INV 78"
OO 01 890
O
< o 0^ I I 78" R.C.P. D-1350 24" R.C.P. D-1350 PROTECT IN PLACE I
Co°D�i a00o °° w "�
CONSTRUCT 275.04 LF. 78" R.C.P., D-1350 CONST. 83.54 L.F. °D LINE "A" PROFILE SCALE: PROFILE SCALE:
78" R.C.P., D-3000 HOMZ. - 1" = 40' R0111Z. - i" = 4'
VERT. -1"=4' VM. -1w=4'
10+00 11+00 12+00 13+00 14+00 15+00 1 00 17+00 18+00 19+00
EDISON S.B.C.F.C.D. R/W
R/W I EXISTING CHANNEL
EDISON
PROTECT IN PLACE NOTE: CONTRACTOR SHALL PREPARE SHORING PLAN
22' 8'
AND SUBMIT TO SOUTHERN CALIFORNIA EDISON
TOWER w FOR APPROVAL PRIOR TO ANY WORK WITHIN 25' I / o x
o O CONSTRUCT ION NOTES
z Ir 6 6 0 w OF SOUTHERN CALIFORNIA EDISON TOWERS.
Cr D z � o z
EXISTING O - 10 CONSTRUCT 78" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
NATURAL GROUD I N c I = w '� w h rn v ` CASE 3. SEE DETAIL ON SHEET NO. 1
U) NOTE: ALL CONCRETE USED IN S.B.C.F.C.D. RIGHT-OF-WAY M !co 3 / F- 7 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
EDISON 6 THE I I
IREMENTS OR THE REQUIRED E
DESIGN IIX.T ALLNCONCRETE IMUM USHALL CONFORM TO SECTION 2 1 OF w a w 6' i-iil 0
TOWER
FOOTING 3.25' THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU ON, t __ 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
i I LATEST EDITION, EXCEPT AS FOLLOWS: e
le3�13 REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL
15' CLEAR ) • ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH "A" RADATIO M I I O ON SHEET NO 1
I IN ALL INVERTS AND 4000 PSI WITH "B" GRADATION FOR ALL W
• CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTO ONTROLS
SPLASH PAD AND _ OTHER PROP.- STRUCTURES SHALL BE 56 OR C-32
PROP. . CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE RICT FOR'-
I- 78 RCP AND APPROV LEAST 72 HOURS PRIOR TO CON E P
L
- WITHIN DI RIGHT-OF-WAY.
PROP. TRENCH _ ,•. _ _-_- -
E -TA
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eq
W +i wZ O
FjjL O
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t~n
12.67'
REMOVE EX. 24"R.C.P.
C
CONST. 8.50 LF.
EXISTING 24" R.C.P.
< o 0^ I I 78" R.C.P. D-1350 24" R.C.P. D-1350 PROTECT IN PLACE I
Co°D�i a00o °° w "�
CONSTRUCT 275.04 LF. 78" R.C.P., D-1350 CONST. 83.54 L.F. °D LINE "A" PROFILE SCALE: PROFILE SCALE:
78" R.C.P., D-3000 HOMZ. - 1" = 40' R0111Z. - i" = 4'
VERT. -1"=4' VM. -1w=4'
10+00 11+00 12+00 13+00 14+00 15+00 1 00 17+00 18+00 19+00
EDISON S.B.C.F.C.D. R/W
R/W I EXISTING CHANNEL
EDISON
PROTECT IN PLACE NOTE: CONTRACTOR SHALL PREPARE SHORING PLAN
22' 8'
AND SUBMIT TO SOUTHERN CALIFORNIA EDISON
TOWER w FOR APPROVAL PRIOR TO ANY WORK WITHIN 25' I / o x
o O CONSTRUCT ION NOTES
z Ir 6 6 0 w OF SOUTHERN CALIFORNIA EDISON TOWERS.
Cr D z � o z
EXISTING O - 10 CONSTRUCT 78" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
NATURAL GROUD I N c I = w '� w h rn v ` CASE 3. SEE DETAIL ON SHEET NO. 1
U) NOTE: ALL CONCRETE USED IN S.B.C.F.C.D. RIGHT-OF-WAY M !co 3 / F- 7 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
EDISON 6 THE I I
IREMENTS OR THE REQUIRED E
DESIGN IIX.T ALLNCONCRETE IMUM USHALL CONFORM TO SECTION 2 1 OF w a w 6' i-iil 0
TOWER
FOOTING 3.25' THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU ON, t __ 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
i I LATEST EDITION, EXCEPT AS FOLLOWS: e
le3�13 REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL
15' CLEAR ) • ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH "A" RADATIO M I I O ON SHEET NO 1
I IN ALL INVERTS AND 4000 PSI WITH "B" GRADATION FOR ALL W
• CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTO ONTROLS
SPLASH PAD AND _ OTHER PROP.- STRUCTURES SHALL BE 56 OR C-32
PROP. . CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE RICT FOR'-
I- 78 RCP AND APPROV LEAST 72 HOURS PRIOR TO CON E P
L
- WITHIN DI RIGHT-OF-WAY.
PROP. TRENCH _ ,•. _ _-_- -
o d, 14 REMOVE AND REPLACE EXISTING CURB AND GUTTER.
12 13 O N
1 „o0 15 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 333-1 W/BARRIER
• PER S.B.C.F.C.D. STD. S.P. 101-1,2,3. SEE DETAILS ON SHT. 7 do 9.
4060
Coto 16 CONCRETE ENCASE EXISTING SEWER (38 LF.) PER DETAIL ON SHT. NO. 2.
SEE S.S.P.W.C. SECTION 303 FOR SPECIFICATIONS.
_..._ w _ - NG PER I A.r% D.P.W. LAN 30 - ,
U BEDDI STD P 80 2
I CONSTR CT 24 R.C.P. D 1350
_ v - / _.__ CASE 3. SEE DETAIL ON SHEET NO. 1
v a 22 REMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF 24" PIPE.
_ _
- O
zo a PPR "PIPE _ Of z I I i 3 CONSTRUCT CATCH BASIN PER CALTRANS STD. D-73, TYPE ,G1. SEE DETAIL
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