HomeMy WebLinkAbout3096-6I
40+00 41+00
d'V6 x
£'SI6 x
\ 8'ST6 x
Y S76 x
42+00
43+00
f d'vl6 x
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Y'YT6 x
Y'ST6 x
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S'Y16 x
46+00
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4'7+00
CONSTRUCTION NOTES=
5O CONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
6O CONSTRUCT 36" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
9 SEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE PLUG.
10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2,
W=PER PLAN. SEE DETAIL ON SHEET NO. 7
11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SEE
DETAIL ON SHEET NO. 7.
17 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. SEE
SHEET NO. 7.
19 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
21 CONSTRUCT 18" R.C.P. D-1500, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
$---------------------------- --�----------- -- -------------- -� FND�P�- - x La
11,
YY 16 x \ / ✓_�kl G vt
�� 0'029 £'L 16 x N i
- - - - - - - - - S ' 61.
N8 '3 2q E 430. 0 I C
1 'LT6 J.x t LI I' .3
Iz ---- -- 7
7
.19
+ = T6x O\ �`�� c x aT N89.3 '20"E �c =1 .0,0' 9 6C2 INV 5�`'�, I
V= 5 I r9r x
40' STORM DRAIN ^ - J - 1'81 5 1 p '
�� 6zt6 x -� S=000029 / N N 0' 4'4d �No
Q S TO CITY �`-'�� fI�-------- ---' 909 26 5 7 .8
r6x 0� PON AN Y t6x, SrLj x mow. ��. w ,U� ��-^vA�L/IAT1 A-8, NY,�nJ S 0. 029N
y I4� L ib ��/ J
£'8i6 ' xL 9 9 +0'7.1
i ------------------------- ---------
--- ------------------- 42 STA 4 i
S=0.1062 17
8'876 x f "
>e 0
90 INV 06. � I�N V $�
02 .T6
tib Y6r6 x tib LAT "A-9" 1 = 8 0. w
.4 ;
ht o",7O
6- Y676 x 0'6 r6 x t6 T6 x 04,41 6 / STA 4 +3 . 3'
PROP. CMP 916.02
RISER FL
PROPOSED 915.23 yoy/
CATCH BASIN \\
FL
916.55 TC CD
915.44 FS 0 w
DETAIL
SCALE: 1 "=40'
O
DELTA
/ /H14o
\ /
8576 x
LENGTH
G
AA
L - J
1 22.50'
1 22.50'
Y'S76 x
:. /i 7 54'
DESIGNED BY:
BW
1'9T6 x T'9r6 x
A=70'
B=3.00'
\ 9576 x
LAT "A-10"
3 STA 3 .8 , 9
DRAWING NO.:
13OW
C=1.54'
C=1.75'
C=1.75'
M
I EN ISE
D=4.50'
p�4.50'
D=4.50'
.45
=0.0500
5 I
'F�908.26
S= 67
R=908.10
S=907 23
R=907.53
5=Q07 32
TEMP. CURB
�a>
°pa>
/
N89'35 2 E
185.27'
'L
(L
p
Zrn
( I9r6x
YLT6x 5=0.0029 \
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46+00
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CONSTRUCTION NOTES=
5O CONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
6O CONSTRUCT 36" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 8.
9 SEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE PLUG.
10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2,
W=PER PLAN. SEE DETAIL ON SHEET NO. 7
11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SEE
DETAIL ON SHEET NO. 7.
17 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. SEE
SHEET NO. 7.
19 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
21 CONSTRUCT 18" R.C.P. D-1500, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2,
CASE 3. SEE DETAIL ON SHEET NO. 1.
$---------------------------- --�----------- -- -------------- -� FND�P�- - x La
11,
YY 16 x \ / ✓_�kl G vt
�� 0'029 £'L 16 x N i
- - - - - - - - - S ' 61.
N8 '3 2q E 430. 0 I C
1 'LT6 J.x t LI I' .3
Iz ---- -- 7
7
.19
+ = T6x O\ �`�� c x aT N89.3 '20"E �c =1 .0,0' 9 6C2 INV 5�`'�, I
V= 5 I r9r x
40' STORM DRAIN ^ - J - 1'81 5 1 p '
�� 6zt6 x -� S=000029 / N N 0' 4'4d �No
Q S TO CITY �`-'�� fI�-------- ---' 909 26 5 7 .8
r6x 0� PON AN Y t6x, SrLj x mow. ��. w ,U� ��-^vA�L/IAT1 A-8, NY,�nJ S 0. 029N
y I4� L ib ��/ J
£'8i6 ' xL 9 9 +0'7.1
i ------------------------- ---------
--- ------------------- 42 STA 4 i
S=0.1062 17
8'876 x f "
>e 0
90 INV 06. � I�N V $�
02 .T6
tib Y6r6 x tib LAT "A-9" 1 = 8 0. w
.4 ;
ht o",7O
6- Y676 x 0'6 r6 x t6 T6 x 04,41 6 / STA 4 +3 . 3'
PROP. CMP 916.02
RISER FL
PROPOSED 915.23 yoy/
CATCH BASIN \\
FL
916.55 TC CD
915.44 FS 0 w
DETAIL
SCALE: 1 "=40'
O
DELTA
RADIUS
I TANGENiq
LENGTH
G
90'00'00"
1 22.50'
1 22.50'
X5.34'
S'6T6 x
6'676 x
J.S. DATA
J.S. DATA
5s16x J.S. DATA
S=0.1504908.0
r
STA£*!5'+82.19
STA 47+01.19
STA 47+32.7
L•LT6x 1, .INV
:. /i 7 54'
DESIGNED BY:
BW
A-70'
B=2.00'
A=70'
B=3.00'
A=70'
8=3.00'
LAT "A-10"
3 STA 3 .8 , 9
DRAWING NO.:
13OW
C=1.54'
C=1.75'
C=1.75'
70' 12
6
I EN ISE
D=4.50'
p�4.50'
D=4.50'
.45
=0.0500
5 I
'F�908.26
S= 67
R=908.10
S=907 23
R=907.53
5=Q07 32
TEMP. CURB
S D AI
I HEREON
0 20 40 80 120
cy)* C.L. 14' C.B=ST. STA 58+72.16 SEE STREETS L'LI I ' Q
r�
C.L. 28' C.B=ST. STA 58+98.16 E R/ 0'
Y'L16 I SCALE:1 "=4
PORTION OF= S OF PUBLIC BIO
EGMENT 5
PRIME BENCH MARK: SECONDARY BENCH MARK: D REV.
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. " " 0 BCR; DIAL64.0' S 0 JURUPA AVE TWO WORKING
AT THE NORTHWEST CORNER OF & 36.2E 0 MULBERRY AVE. YOU DIG BEFORE DAYOUBDIORE
JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600
ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
-MffNT 5
FOR PUBLIC BIO
PORTION OF SEGMENT 5 -STA. 40+00 - STA. 47+38.87 Lost pubsd 8 dwg2/4/02
REVISION DESCRIPTION DATE ENGR. CITY DATE _
OFESS�� Thienes Engineering, Inc. CITY OF FONTANA, CALIFORNIA
CML EMG/NEERW • [AND SURVFKW
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �``�Q �K I q��Fy ®16" CAU" v1Ew A►�FNUE
RECORD DRAWING s/�s/ds H a 4c� _� oo cy a MIRACK �F + JURUPA AVENUE STORM BRAIN
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.
�o -9� ?,
= 2-1 =
* R.C.E. NO. 43293 *
� Exp. 3-31-04 Q'
P
q�F OF �� `0��
C A
® 1x(714)81 -,fall FAV14NI-4173
�
Prepared Under The Supervision Of :
Date : Z
DRAWN BY -
BW/AN
/A
PLAN AN7 . FILE
SCALE: VERT. 1' • 4'
HORIZ 1' = 40'
DESIGNED BY:
BW
DATE:
CHECKED B .
HIA
PRO Y:
DRAWING NO.:
13OW
6
��
HAIDOOK i. G N RCE NO. 43293
__
r CITY ENGINEER R.C.E. 51159 DATE: