HomeMy WebLinkAbout4042-2EXISTING GROUND o�
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PROP. FINISHED SURFACE / �`� ��;� PROP. 30 �tK
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CONCRETE
- = 6" IIBLANKET
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0Z INSTALL 137.96 LF OF % En INSTALL 93.98 LF OF Q
LIJo `" 11 INSTALL 330.38 LF OF 8" EXTRA STRENGTH VCP `�' "' 8" EXTRA STRENGTH VCP 8" EXTRA STRENGTH VCP f
1 330 1 330
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 PLAN 1"= 40'
Ex. 8" WATER
PER TR. 16482
13+08.04 LAGUNA PLACE=
10+00.00 DUMOND AVENUE
CL. M. H. No. 4
� PROP. 8" WATER
LO t 1
- � coo 0)11 - 1 f -
EX. 8" SEWER
PER TR. 16482
D. Mur Aln 1707
w
L7
J
U
TOLL FREE -qmmml"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STA: 09+75.66
REMOVE EX. CAP &
JOIN TO EX. 8" V.C.P.
PAD=1351.0
0243-051-15
g PROP. R/W--"'
PAD= 1350.5
cn
J 0243-051-38
U
X-ING SEE PROFILE
SEE SHEET 3 3
4
DUMOND AVENUE
4 �
3 3 g
I 3 I
g g 7 w 6* I
c'
9 PAD= 1351.5 w w PAD 1351.2 J PAD= 1350.9 I
U
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PAD= 1351.8 J
J PROP.
U R/W _
� I
I
g g
1 W w 2
PAD-- 1352.5 J J PAD= 1352.6
U U
I U IU
LAGUNA PLACE
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE o„ate ur ocrNr�mw
THE CENTERLINE OF MILLER AVENUE
BEING N89'46'38"E PER M.B. 193/1-2
It.
BENCIi MARK: # 255
LOCATED AT THE INTERSECTION OF
ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL
WEST END SW CURB RETURN
ELEVATION: 1358.51
- 14
PROP. 24" SDS
LOCATION (BY STATION)
C
3
3
3
3
g
1 32 g
�
31
30 �
g 29
28 w
PAD= 1353.4 �
3 PAD= 1353.4
PAD= 1353.2 w
. PAD=1353.0
bi
PAD- c,
1352.5
13+61.75
J
PAD=1351.4'
IU
U
13+77.75
�R/WP.
�.
3
U
U
U
�
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LO t 1
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EX. 8" SEWER
PER TR. 16482
D. Mur Aln 1707
w
L7
J
U
TOLL FREE -qmmml"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STA: 09+75.66
REMOVE EX. CAP &
JOIN TO EX. 8" V.C.P.
PAD=1351.0
0243-051-15
g PROP. R/W--"'
PAD= 1350.5
cn
J 0243-051-38
U
X-ING SEE PROFILE
SEE SHEET 3 3
4
DUMOND AVENUE
4 �
3 3 g
I 3 I
g g 7 w 6* I
c'
9 PAD= 1351.5 w w PAD 1351.2 J PAD= 1350.9 I
U
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cncf)
PAD= 1351.8 J
J PROP.
U R/W _
� I
I
g g
1 W w 2
PAD-- 1352.5 J J PAD= 1352.6
U U
I U IU
LAGUNA PLACE
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE o„ate ur ocrNr�mw
THE CENTERLINE OF MILLER AVENUE
BEING N89'46'38"E PER M.B. 193/1-2
It.
BENCIi MARK: # 255
LOCATED AT THE INTERSECTION OF
ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL
WEST END SW CURB RETURN
ELEVATION: 1358.51
PROP. 8 WATER
15
SCALE IN FEET
0 40 80 120 160
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PE
. Co
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� �514�
No. 65195 0
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * &
Exp 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'q CIT �~
TFOF
CAL
STANDARDS IN EFFECT.
STA. 15+47.98
CL. M. H. No. E
8' SEWER X-ING
1343.17 TP SWR
1343.67 B.0 SD
I
I
EX.
R/W
I
*
- 14
PROP. 24" SDS
LOCATION (BY STATION)
1
.n
PROP. 8 WATER
15
SCALE IN FEET
0 40 80 120 160
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PE
. Co
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� �514�
No. 65195 0
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * &
Exp 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'q CIT �~
TFOF
CAL
STANDARDS IN EFFECT.
STA. 15+47.98
CL. M. H. No. E
8' SEWER X-ING
1343.17 TP SWR
1343.67 B.0 SD
I
I
EX.
R/W
I
*
SEWER
PROP. 24" SDS
LOCATION (BY STATION)
LOT
g
g
DWG NO. 4043
0
1
3
PREVENTER IS REQUIRED IN THIS LOT
4
z
PROP. R/W g
W
PAD= 1352.0 t"
w
"'
PAD= 1351.7
NO
5 w
13+61.75
J
PAD=1351.4'
UJ
U
13+77.75
U
J
3
3
14+86.01
O
OLn
�
o
6
15+38.04
YES
7
14+77.77
NO
8
PROP. 8 WATER
15
SCALE IN FEET
0 40 80 120 160
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PE
. Co
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� �514�
No. 65195 0
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * &
Exp 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'q CIT �~
TFOF
CAL
STANDARDS IN EFFECT.
STA. 15+47.98
CL. M. H. No. E
8' SEWER X-ING
1343.17 TP SWR
1343.67 B.0 SD
I
I
EX.
R/W
I
*
*
SEWER
LATERALS
LOCATION (BY STATION)
LOT
No.
DESIGN STA.
"AS BUILT" STA. BACKWATER
PREVENTER
1
* BACK FLOW
PREVENTER IS REQUIRED IN THIS LOT
12+37.03
NO
2
12+53.03
NO
3
13+61.75
NO
4
13+77.75
NO
5
14+86.01
NO
6
15+38.04
YES
7
14+77.77
NO
8
14+62.29
NO
9
13+66.04
NO
28
12+61.08
NO
29
11+64.89
NO
30
11+48.91
NO
31
10+44.93
NO
32
10+28.93
NO
0243-051-15
09+86.00
YES
0243-051-38
11+17.00
YES
*
*
* BACK FLOW
PREVENTER IS REQUIRED IN THIS LOT
CONSTRUCTION NOTES:
1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48")
3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
�- INSTALL FLAT WYE PER APWA STD. DETAIL 223-1, CASE E,
PER DETAIL ON SHEET 3
TGADEVELOPMENT & ENGINEERING, INC.
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764
(909) 581-7212 PHONE (909) 581-7217 FAX
MANUEL DE JESUS GONZALES` RCE 65195 (EXP. 9-30-07)
PROFESS
O ti
Q' Je\Oe Jestis Go
i
:► `°
No. 65195 T -
m
* Exp: 9-30-Q y
N� CIVIL �'N
\9� -
� pF CALIF /
y0 -D
DATE
�``REC��O ��A1�IINIC�w
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY: JAJ TRACT 16518
DESIGNED BY: JAJ L G U NA P LAC E
CHECKED BY: VE4 BY:
M JG ` L L
TY ENGINEER R.C.E. 51152 DATE
SCh' AS SHOWN
DATE:
APR 2006
DRAWING NO.: L41 4042