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OVE TORM� - DF VJN- I
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LO
EMERGENCY OVERFLOW
i csi
LO
:ER
WATER
1592 !.4
LO
NOT TO SCALE PAD= 1596.5
WS, ELEV.
7_77717-1
6� WATER
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DEBRIS RACK CAGE PER CALTRANS
1598.��O FS
16'
)
STD. PLAN D93C. SEE DETAIL
-----A 76 FS
1598-
ON THIS SHEET.
13
(15(% 17
26+01.49
CLAMP DEBRIS ROCK CAGE TO
TRACT BOON( ARY
1598.10 FS
CL 48- CMP RISER15
UNPERFORATED SECTION OF RISER
BASIN FLOOR= 1597.20
SEE DETAIL V HERE ON
T
WS ELEV. 0 "
<
30STORM DRAIN '
LOT Dom: 1572.4 Cq
LOT T`.' 1579.3
& SEWER EASEMENT
53
54
55 i
56
BASIN FLQPB ELEV.
PAD=1594.1 <
PAI)--1595.7
PAD--1596.5
PA[)=1597.0
B
BASIN D : 11 570.�4
BASIN 7.- 157133
T
52
PA[)=1593.1
8 24+18.47 C
L MH
5
SET TEE SECTION IN WET CONCRETE
FOOTING AND TROWEL INSIDE
lb
TO DRAIN
LINE*A!
12 CMP
80 WATER Ui
SEE PROFILE ABOVE
g
Q
24+91.49 EC
24"
BY OTHERS +
+
CONCRETE COLLAR
04
R
IW-\,`BY
1*
04
cc_�
8" WATER
OTHERS
a 0
7A
.22+44.73 BC
22+42.40 C/L
50
PA[)=1591.6
8" SEWER PER Cq
DWG. NO. 5697 0
NOT TO SCALE
ANCHOR BLOCK MIN. 5 SACK/CY CONCRETE
0
W010-i wl 4 1 g I a Zl v I
N89*41'53"E
0 No t, TO
w MOM
NOO@ 18'07y_,�'
"E N48#09'30'
N44*41'53"E
N89*41'53"E
N49*4 1'53"E
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ALTERNATIVE ROWS. PER
%F - %.v Nor
am lw %IV
man %w lw
WOW
CALTRANS STD. PLAN D93C
LO
GEORGETOWN WAY
10+48.70 CL MH 16
64'
5
UNE *A!
32 32'
LAT *A40
0-
SEE F11 ON (11 2
1
20
20 12
SEE PROFILE ON SHEET 5
r%.
Cl
C)
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91
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+
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50
C6
-6.4
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CN
Al
ANCHOR BLOCK MIN. 5 SACK/CY CONCRETE
I
I
t
I
PAD=1583.1
CN
PA[)=1584.8
+
®
OR METHOD APPROVED BY CITY ENGINEER
DETAIL 7
0 CMP RISER DETAIL
NOT TO SCALE
-DETAIL ',W*
I-10P &Aft SAW AS ftST$4
VMMO LAW MT 4 KAM
wu�
I VT I J. /It
10+07.05 45
1573.03 BOTTOM 8" SEWER
'END 24" R
C/L CB#3
10+62.89 OTRE DAME STREET=
\.�+3
LAVA-?
4
A I I
10+46.61
IN^
4Z 41
PAD158Z7 PAD=15833
&C rWTw- ma %ff V 1CRwrirm %"M V1114pw 1w
i'r x x (fialwmlzea stow cw- 0AUMTftjw0 (j�--INSIALL 48" RCP (D-LOAD PER PROFILE) ■
2 INSTALL 36" RCP (D-LOAD PER PROFILE)
'DEBRIS RACK CAGE
3 INSTALL 24" RCP (D-LOAD PER PROFILE)
StAlft IV 5 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN)
CITY M IN LA
6 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER Cl S 3005 (WIDTH SHOWN ON PLAN)
PIPE RISER WITH
8 CONSTRUCT MANHOLE PER CITY STD. 3012 40
DEBRIS RAOX *-A*ff
9 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013
NO SCALE
15 CONSTRUCT 48" CMP RISER PER DETAIL ON SHEET 3
093C
ALL 8
FR VMW
44
C/L INT. 10+00.00 LAT `A-3 -n_
18+91.42 LINE "A" SEE SHEET 2
A=44% C=5.74'
----------
LOT
WQMP BASIN
1576.1
CONSTRUCTION NOTES:
SEE PROFILE ON
43
PAI)--1581.8
Q Uj
88
+
do
PAD--1587.4
LAT -*A-r
PROFILE
0
,,
� III
III
SEE PROFILE ONI SHEET 5
r PVC PIPE WWA
�Y,;sm
10+39.41 LAT jA-5w
W=14'- V=6.07
SEE SHEET 5
8" SEWER PER CITY
DWG. NO. 5697
10+39.41
END 24 RCP
40
39
6
CAMICSw
20 40 80
•
WO
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A
0-
on A
BASIS OF BEARINCS:
REVISION DESCRIPTION CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED Prepared For: F
li� THE BASIS OF •BEARINGS WAS TAKEN FROM THE CENTERLINE OF
IMPROWMENTS NOT CONIMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113-15.
STORM DRAIN PLANS'.
BEING: NOO* I 644W
TWO YEARS OF THE DATE OF APPROVAL
GRAND PACIFIC COMMUNITIE5. CORP DRAWN BY: TRACT NO. 18981 SCALE:
AAAAAAAAAAAAA SHOWN HEREON AND CARRIED FORTH IN A H BENCH"k
100 N. BARRANCA AVE., SUITE 950
DILIGENT MANNER, THE CITY ENGINEER MAY CALTRANS BENCHMARK NO. 8-17 LINE I -25+88.68 DATE:
WEST COVINA, CA 91791 DESIGNED BY.,
DIAL TWO WORKING
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' NIO
BEFORE DAYS BEFORE: REQUIRE REVISIONS TO THE PLANS TO (626) 858-8666 DBW /lAT w July, 2018
��-_
HIGHLAND AVENUE, 0.2 MI WIO SAN SEVAINE ROAD, IN SOUTH
YOU DIG F gfjff&A��
FAlag A
.lag .lag .Jago .JaZIO .Jago .Jago .Jago
Al9zI K DRAWING NO.:
�CHECKED BY.
U DICi BRING THEM INTO CONFORMANCE WITH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST ppill
CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVENUE FROM SIERRA AVENUE RJA
��'� EL= 1428.609 5698
Filename: 1:\Grand Pacific Communities - 339\Tr18981 Citrus and Curtis \DWG's \FINAL DESIGN\STORM DRAIN\STORM DRAIN TR 18981 SHT 3.dwg