HomeMy WebLinkAbout3096-4910
0100=199.6 CFS
VMAX=9-9 FPS
w
N
n
a -Im
C Fr
890>
rnw
RADIUS
°->
d
+
w
Z
a
-
(Laq
N
Z-
FL
Do
45'00'00"
57
m0
}}O
z O
1 1 35.34'
m
mg
Q
00
3
wrn
-
cll
27+00
U
rnw
RADIUS
J
Qq
W
+a_LA
~ W
a
Nz
N
70.69'
FL
Do
45'00'00"
57
m0
}}O
z O
1 1 35.34'
m
m
9
0100=192.7 CFS
VMAX=14.0 FPS
C.L. M.H.
RIM ELEV.=910.03
PROPOSED FINISHED
SURFACE
O
DELTA
RADIUS
MZ°° ±
TANGENT
LENGTH
1
E
90'00'00"
45
00'
45.00'
70.69'
F
45'00'00"
45100'
- -
1 18.64'
1 1 35.34'
Z�ZQ
o oo
z
2 wo
Q100=186.2 CFS
VMAX=10.1 FPS
Q100=155.2 CFS
VMAX=7.9 FPS
�tF
903.09
INV 36"
S=0.0029
Q100=127.1 CFS
VMAX=6.5 FPS
Q100=33.3 CFS
VMAX=4.7 FPS
910
100 -YEAR H.G.L.
Q100=39.3 CFS
VMAX=5.6 FPS
910 920 917.75
TOP BERM
ii
ii
ii PROPOSED FINISHED
)17-_0_.0062 SURFACE
=======t
915.71
_ TOP RISER
914.88
F.L.
U
MZ°° ±
i
M
900
a40 a
•
42 DIA. PER PLAN
U Cn
t7s
I
I
I'
[--4
- -
i
4:1 916.63
PER PIAN C.S.P. RISER
Cc
Q
Z N
3
I
O
cll
FS
TG PER SD PLAN
CONSTRUCT
/ ' I I i i I i I C �►
Q100=155.2 CFS
VMAX=7.9 FPS
�tF
903.09
INV 36"
S=0.0029
Q100=127.1 CFS
VMAX=6.5 FPS
Q100=33.3 CFS
VMAX=4.7 FPS
910
100 -YEAR H.G.L.
Q100=39.3 CFS
VMAX=5.6 FPS
910 920 917.75
TOP BERM
ii
ii
ii PROPOSED FINISHED
)17-_0_.0062 SURFACE
=======t
915.71
_ TOP RISER
914.88
F.L.
„A» PORTION OF SEGMENT 5
31+00
CONSTRUCT 49.02 L.F. LATERAL A-0 Z
60" R.C.P. D-1350 m �
CONSTRUCT 90.58 LF.
36" R.C.P. D-1350
01111110- LINE "'B"
32+00 33+00 10+00 11+00
CONST RUC77ON NOTES
920
910
•11
II 3 CONSTRUCT 66" R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
m I _1I i 3 STORM DRAIN EASEMENT CASE 3. SEE DETAIL ON SHEET NO. 1.
ST 33+00.OI7 T CITY OF FONTANA ��/ 4O CONSTRUCT 60" R.C.P. D-1350 BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, FS
TCHLINE I _ I -I RAILROAD ,' CASE 3. SEE DETAIL ON SHEET NO. 1.
N89'35'20"E I I I EASMENT ,' O - PER PLAN
6 CONSTRUCT 36 R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
S= 49.02' 4 I F HEREON I STA 10+97+98 11 '� CASE 3. SEE DETAIL ON SHEET NO. 1.
ST 32+50.9r� I END PIPE �� ,� 7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8. a
BE IN PIPE 904.07 INV ��
J.S. DATA 901 4 INV 1 - I LINE "B" ' O CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322-1. SEE d 42" C.S.P. RISER
I �' SHEET NO. 8. d
B_3 00' 8 /' x I I 6 34.434'40"W /� ' /�,' 9O SEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE PLUG. - 4 "
D1 35 00' I ; I S=0.0100 ,' 11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SE 6 THICK
STA 10+63.55 ' DETAIL ON SHEET NO. 9. a CONCRETE APRON,
D2=5.00' I I I � , 4 a
R=903.16 32+43.4 6 N45'24'40 I I E.C. , ; 17 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. SEE d.
S=903.09 D PIE 1 1 20.81 , 903.73 INV,' �� SHEET NO. 7. A a a d 4
S-0.0100 STA 10+2&/21 �' " d a
901 4 INV - 18 CONSTRUCT 27 R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 308 2,
STA 10+07.40 I I E TIL 0 HET N0. 1 ?'1 N
110 I I B.C. / \ T•
9 I BEGIN PIPE I 903.37/iw /' 32 CONSTRUCT 6" THICK CONCRETE APRON. SEE DETAIL ON SHEET NO. 4. �. a
I 903.16 INV _ I V -DITCH., SEE , d FL FL .
GRADINGS PLA ; a PER PSN PER PLAN
N89'35'20"E i I i.S.
--- 4 122.95 I I A=70' 4 a
-----
S=0.0029 I 18=3.Ob' iLIU x 3► /\
STA 31+46.01 i C=1.9' i i I 32 a O/ 4\
1 !� p 18" WIDE
LAT „ 5" ` I C.L. INT 117 D=5 00' i � P/L �x c� z // d \\ � CONC. CHANNEL
STA 31+20.471 R=9b2.8 'Ci _
�9 �T I 4
N19'35'20 EE.C. - i i I �� 917.51 nd / v \\
18.0' 18 I 901.48 INV I I i �� FL GB
S=0.00 52---- --- �.. i -FLFL INS
--�-�� �� i I
DOST. CHAIN Z FLOW d �� PER PLAN a AN PER PL\�
e iLL
I UNK FENCE _ S - FLOW
F/
- - - - - PRIVATE LATERAL �I I __._._-_ `_.-._r - i - - i 91 96
N00'24'40"W 363.18' N i �• \\` BY HERS i I 916.63 10'
-.t --- �`�� i I I i ------___._. _ I I FS FINISH GRADE
FINISH GRADEFS
,'
N i �a�
U
900
i
900
910
•
42 DIA. PER PLAN
>F-S=0�0029T- `
----------------- ----- -t--- ---------- -.-- - _ --- - -_ _ ---rt-- - _
I
I
I'
[--4
- -
i
4:1 916.63
PER PIAN C.S.P. RISER
100- YEAR H.G.L.
3
I
cll
FS
TG PER SD PLAN
/ ' I I i i I i I C �►
±I
-___;
2 a
1 Fl- CITY DWG. N0. 3096 0
W
J
----
,57 919.27)
:. a
RP 1 ,
PRIVATE STORM DRAIN
FL FG
a
` v
5'-- o luj
"A" /t,2
W
WLINE
iI
I I
-- --I
PER SEPARATE PLAN
91 6
FL
'
.n
Z_
O I
i +a� a-
I I
M
M
a
nIx _
o a ?z
cNV
+ I, I N rpo� MCC
S=0.0100
ASP}lAL PAVlfvb
+d-
w
+5-
_
To PREYS t<ROsluhj
� �.
6" THICK
o
O °-rn
zaMo
_
mcn
wQOf
c~n
0
890
890
900
.-
901.84 �!
INV 60" _ 0
N
L
co
� co
O
+-
VCONST.
+
_ _
+
- Mco
O
18.00 L.F.
o
M o n
rn
rn a04
I-nrn
27" R.C.P. D-1350
^ a z o ad o
I-iiaorn
0)0
-
+a-
cnwcy)
+
„A» PORTION OF SEGMENT 5
31+00
CONSTRUCT 49.02 L.F. LATERAL A-0 Z
60" R.C.P. D-1350 m �
CONSTRUCT 90.58 LF.
36" R.C.P. D-1350
01111110- LINE "'B"
32+00 33+00 10+00 11+00
CONST RUC77ON NOTES
920
910
•11
II 3 CONSTRUCT 66" R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
m I _1I i 3 STORM DRAIN EASEMENT CASE 3. SEE DETAIL ON SHEET NO. 1.
ST 33+00.OI7 T CITY OF FONTANA ��/ 4O CONSTRUCT 60" R.C.P. D-1350 BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, FS
TCHLINE I _ I -I RAILROAD ,' CASE 3. SEE DETAIL ON SHEET NO. 1.
N89'35'20"E I I I EASMENT ,' O - PER PLAN
6 CONSTRUCT 36 R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
S= 49.02' 4 I F HEREON I STA 10+97+98 11 '� CASE 3. SEE DETAIL ON SHEET NO. 1.
ST 32+50.9r� I END PIPE �� ,� 7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8. a
BE IN PIPE 904.07 INV ��
J.S. DATA 901 4 INV 1 - I LINE "B" ' O CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322-1. SEE d 42" C.S.P. RISER
I �' SHEET NO. 8. d
B_3 00' 8 /' x I I 6 34.434'40"W /� ' /�,' 9O SEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE PLUG. - 4 "
D1 35 00' I ; I S=0.0100 ,' 11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SE 6 THICK
STA 10+63.55 ' DETAIL ON SHEET NO. 9. a CONCRETE APRON,
D2=5.00' I I I � , 4 a
R=903.16 32+43.4 6 N45'24'40 I I E.C. , ; 17 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. SEE d.
S=903.09 D PIE 1 1 20.81 , 903.73 INV,' �� SHEET NO. 7. A a a d 4
S-0.0100 STA 10+2&/21 �' " d a
901 4 INV - 18 CONSTRUCT 27 R.C.P. D-1350. BEDDING PER L.A.C.D.P.W. STD. PLAN 308 2,
STA 10+07.40 I I E TIL 0 HET N0. 1 ?'1 N
110 I I B.C. / \ T•
9 I BEGIN PIPE I 903.37/iw /' 32 CONSTRUCT 6" THICK CONCRETE APRON. SEE DETAIL ON SHEET NO. 4. �. a
I 903.16 INV _ I V -DITCH., SEE , d FL FL .
GRADINGS PLA ; a PER PSN PER PLAN
N89'35'20"E i I i.S.
--- 4 122.95 I I A=70' 4 a
-----
S=0.0029 I 18=3.Ob' iLIU x 3► /\
STA 31+46.01 i C=1.9' i i I 32 a O/ 4\
1 !� p 18" WIDE
LAT „ 5" ` I C.L. INT 117 D=5 00' i � P/L �x c� z // d \\ � CONC. CHANNEL
STA 31+20.471 R=9b2.8 'Ci _
�9 �T I 4
N19'35'20 EE.C. - i i I �� 917.51 nd / v \\
18.0' 18 I 901.48 INV I I i �� FL GB
S=0.00 52---- --- �.. i -FLFL INS
--�-�� �� i I
DOST. CHAIN Z FLOW d �� PER PLAN a AN PER PL\�
e iLL
I UNK FENCE _ S - FLOW
F/
- - - - - PRIVATE LATERAL �I I __._._-_ `_.-._r - i - - i 91 96
N00'24'40"W 363.18' N i �• \\` BY HERS i I 916.63 10'
-.t --- �`�� i I I i ------___._. _ I I FS FINISH GRADE
FINISH GRADEFS
,'
N i �a�
i I
i
914.88
•
42 DIA. PER PLAN
>F-S=0�0029T- `
----------------- ----- -t--- ---------- -.-- - _ --- - -_ _ ---rt-- - _
I
I'
I
- -
i
4:1 916.63
PER PIAN C.S.P. RISER
--- --- ---- r- -
�- -I
---- -�--------- - -�4�Ej)I
- ' -- -i-- --
I
FS
TG PER SD PLAN
/ ' I I i i I i I C �►
,
-___;
2 a
1 Fl- CITY DWG. N0. 3096 0
W
J
----
,57 919.27)
:. a
RP 1 ,
FL FG
a
` v
5'-- o luj
"A" /t,2
W
WLINE
iI
I I
-- --I
91 6
FL
'
.n
Z_
O I
i +a� a-
I I
a
nIx _
+ I, I N rpo� MCC
ASP}lAL PAVlfvb
04
o w0
To PREYS t<ROsluhj
� �.
6" THICK
co
PRIME BENCH MARK: SECONDARY BENCH MARK: A Q
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS.
AVE.; SET CHIS. " " ®BCR; DIAL TWO WORKING
FACE OF POWER POLE NO. 674320 E 64.0' S 0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YOUDDIG DAYS YOUBDIGRE
JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 A PTOLL FIRE UBLIC SERVICE BY UNDERGROUND AL
ELEV. = 918.40 ERT
co
- IGRADES AT RISER DETAIL 4 BARcoNCRETE
011) 201 40 80 120 "
4 T ` : SCALE "1_"=20'
66# OR PUBLIC BI
RECO0-RAW.IN G�y► �=
X � 3 v '
J - OF SEGWW 5 -STA 30+45.3-33+00.
THIEVES EN66 INC- DATE -
SEGEW4 - STA. 26+77.29-sTa 30+4513
REV. REVISION DESCRIPTION DATE ENGR. CIT( DATE
ADDED SHT 10 & 11, MOVED LINE "C", REVISED CHANNE 4/16/0 �le� D�oFESSbyy� 1CM DMMM iLAW SUM /enc.
CONNECTION AND RISER GRADING, ADDED DET. 333-1, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1.4 I. qcy� LA ASWILK �AJ
DELETED DET. 183-A ADDED CONC. APRON. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �O '9� y, FX(Y1)ZI- 811 *)MI -4173 DRAWN BY
2 1 REGORO ORAWIN6 3lr8 flA c -ia SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER z z
* ,k Prepared Under The Supervision Of : 0w/r"
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO R.C.E. NO. 43293 DESIGNED
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � Exp. 3-31-04 Q Bw
STANDARDS IN EFFECT. gTF'r7F 1V1�`�p�? Date : Z Q CHECKED BY:
C AL HAIDOOK I. AG RCE NO. 43293 MA
0 18" B.W.
SECTION A -A
CSP RISER COIVCFEM AM" 32Updatc 4/17/02
2007So-C"W4.d"
OFF NA, CALIFORNIA
URUPA AVENUE STORM DRAIN
LE:
SCAVMT.1" - 4'
BY-
BRING
AND PROFILE DATE HORIZ 1" - 40'
5/01/02
DRAWING NO.: 4
CITY ENGINEER R.C.E. 51152 DATE: 3096 1h