HomeMy WebLinkAbout4135-2U ', I.1•11111111 It ��✓•���������iiiiiiiil■�iiiii I�iiiiiiLaril•i�iiiiiiiiiiiiiii�ii_ii>•iiiii iiiiiiiiiiiiia•iiiiiiii>•iiiiiiiiiiiiiiii�
1 EXISTING
1 CL MANGO
EXISTING 2" GAc
EXISTING 8" WE
EXISTING CURB
EXISTING DRIVE APPROACH
10+00
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CL NEW MH
MANGO STA, 103+82,00
NEW SEWER STA 10+00.00
INV, IN = 1405.40
DWG. NO. 1174 N'LY INV
STA 103+50 1404.95
EXISTING MH #28
RIM EL. S'LY INV
1411.55 1404.85
N
N
11+00
217.32±
S. LMS, N. 130.00.
LOT 493
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(5
242.3 LF EXTRA STRENGTH 8' VCP @
EXISTING MH ' - EXISTING ROW
EXISTING CABLE TV
EXISTING WATER LINE
12+00
APN
0241-251-54
EMPTY LOT
5
4
13+00
I RIM EL. = 1413.80 +/—
INV, OUT = 1408,87
10'
in
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INV, IN = 1408.02
TNV. nI IT = 14n17 spa
A TFEAL
TA.121/0 5 OR. LOT 49.3
SEMI— TROPIC
LAND & WATER COMPANY
CONSTRUCTION NOTES
REMOVE AND REPLACE DRIVEWAY CONCRETE AND SIDEWALK TO MATCH EXISTING,
2a-- CONSTRUCT 48" SANITARY SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112
3a— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE PER CITY OF FONTANA STANDARD DETAIL 131
4a— CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128
CONSTRUCT 4" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125
PLACE 3" CLASS II BASE IN DRIVEWAY BETWEEN MANHOLES AT 95% COMPACTION.
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
15+00 PLAN 1 "= 40'
WEF
�MSTD
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8TERMINAL CLEANOUT
PER CITY STD. 128
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8'. EXTRA S711ENTH SEWER LINE
PER CITY TCQ13
SPECIAL NOTES:
16+00 17+00 18+00 19+00
RIM ELEVATIONS OF MANHOLES ARE APPROXIMATE.
MANHOLE AT STA. 12+46.30 TO BE CONSTRUCTED WITH TWO 3" RINGS ON TOP OF CONE
WITH RIM LEFT 3" ABOVE FINISHED SURFACE TO PREVENT WATER FROM ENTERING.
LIDS TO BE BOLTED.
ALL FENCES REMOVED FOR CONSTRUCTION SHALL BE REPLACE IN KIND.
SEWER LATERALS TO BE SLOPED A MINIMUM OF 2%.
BENCH MARK: MANGO AVE, MH LID
EL. = 1411.55 CENTER OF LID
LOCATION: 32' SOUTH OF
NEW MANHOLE.
a mDT
ja
,mm
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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No. C 40964
� Exp. 3-31-07
9r CIVIL
i - 06 Y% F °F c A� �F o Date
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REV. REVISION DESCRIPTION DATE ENGR. CY DATE I FELIPE U. MOLINOS, R.C.E. 40964
20+00
21+00
22+00
CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAWN BY: MANGO SEWER LINE EXTENTION SCALE•
FRANK SMITH AS SHOWN
DESIGNED FRANK SBY
MIM: TH PLAN AND PROFILE -10+00 TO 13+31,30 DATE: 6/30/06
CHECKED BY: APPROVED BY: /I DRAWING NO.: 2
CN 8 °� 4135
1 • CITY ENGINEE .C.E. -S q 1 S Z DATE: 2
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1 EXISTING
1 CL MANGO
EXISTING 2" GAc
EXISTING 8" WE
EXISTING CURB
EXISTING DRIVE APPROACH
10+00
C
U _
e :3
m 3 ZD
1
2 r
CL NEW MH
MANGO STA, 103+82,00
NEW SEWER STA 10+00.00
INV, IN = 1405.40
DWG. NO. 1174 N'LY INV
STA 103+50 1404.95
EXISTING MH #28
RIM EL. S'LY INV
1411.55 1404.85
N
N
11+00
217.32±
S. LMS, N. 130.00.
LOT 493
0
APN
EXISTINVSE
02 1 -251 -51 - EXISTING MWTE
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��S.
Y 5 LINE, N. 230.00',
L07 493
APN 5
0241-251-50
(5
242.3 LF EXTRA STRENGTH 8' VCP @
EXISTING MH ' - EXISTING ROW
EXISTING CABLE TV
EXISTING WATER LINE
12+00
APN
0241-251-54
EMPTY LOT
5
4
13+00
I RIM EL. = 1413.80 +/—
INV, OUT = 1408,87
10'
in
Lr) r:
Ti
in
3
PN
—251-49
O
C -
o
D
L`
J
ATERAL/C,O,
TA 12+54.3
CL MH
STA 12+46,30
RIM EL. = 1412.00 +/—
INV, IN = 1408.02
TNV. nI IT = 14n17 spa
A TFEAL
TA.121/0 5 OR. LOT 49.3
SEMI— TROPIC
LAND & WATER COMPANY
CONSTRUCTION NOTES
REMOVE AND REPLACE DRIVEWAY CONCRETE AND SIDEWALK TO MATCH EXISTING,
2a-- CONSTRUCT 48" SANITARY SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112
3a— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE PER CITY OF FONTANA STANDARD DETAIL 131
4a— CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128
CONSTRUCT 4" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125
PLACE 3" CLASS II BASE IN DRIVEWAY BETWEEN MANHOLES AT 95% COMPACTION.
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
15+00 PLAN 1 "= 40'
WEF
�MSTD
'
Q \
8TERMINAL CLEANOUT
PER CITY STD. 128
'$EWER
ITS/ STD 1
Z
J�
ri
JI
3
LI
8'. EXTRA S711ENTH SEWER LINE
PER CITY TCQ13
SPECIAL NOTES:
16+00 17+00 18+00 19+00
RIM ELEVATIONS OF MANHOLES ARE APPROXIMATE.
MANHOLE AT STA. 12+46.30 TO BE CONSTRUCTED WITH TWO 3" RINGS ON TOP OF CONE
WITH RIM LEFT 3" ABOVE FINISHED SURFACE TO PREVENT WATER FROM ENTERING.
LIDS TO BE BOLTED.
ALL FENCES REMOVED FOR CONSTRUCTION SHALL BE REPLACE IN KIND.
SEWER LATERALS TO BE SLOPED A MINIMUM OF 2%.
BENCH MARK: MANGO AVE, MH LID
EL. = 1411.55 CENTER OF LID
LOCATION: 32' SOUTH OF
NEW MANHOLE.
a mDT
ja
,mm
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
O QRpFESS10®
4 s
TSAfyG �4Gt'''
+ I
N0Z7-111'06 CQ5 8 9`r
P 7- /1 06rvit
1
0 .CAL1F�� AS -BUILT
Prepared Under The Supervision Of
PROFESS/ON
���oP� u. Moi titin
LU m
No. C 40964
� Exp. 3-31-07
9r CIVIL
i - 06 Y% F °F c A� �F o Date
ll••q,
REV. REVISION DESCRIPTION DATE ENGR. CY DATE I FELIPE U. MOLINOS, R.C.E. 40964
20+00
21+00
22+00
CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAWN BY: MANGO SEWER LINE EXTENTION SCALE•
FRANK SMITH AS SHOWN
DESIGNED FRANK SBY
MIM: TH PLAN AND PROFILE -10+00 TO 13+31,30 DATE: 6/30/06
CHECKED BY: APPROVED BY: /I DRAWING NO.: 2
CN 8 °� 4135
1 • CITY ENGINEE .C.E. -S q 1 S Z DATE: 2
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1 EXISTING
1 CL MANGO
EXISTING 2" GAc
EXISTING 8" WE
EXISTING CURB
EXISTING DRIVE APPROACH
10+00
C
U _
e :3
m 3 ZD
1
2 r
CL NEW MH
MANGO STA, 103+82,00
NEW SEWER STA 10+00.00
INV, IN = 1405.40
DWG. NO. 1174 N'LY INV
STA 103+50 1404.95
EXISTING MH #28
RIM EL. S'LY INV
1411.55 1404.85
N
N
11+00
217.32±
S. LMS, N. 130.00.
LOT 493
0
APN
EXISTINVSE
02 1 -251 -51 - EXISTING MWTE
CD
00
CD
U U �r lY U O U CD
U
J f� 11
J J
F- ¢ ¢ ¢
¢
J 0 J (n J 0
- S 89°40'2' E
��S.
Y 5 LINE, N. 230.00',
L07 493
APN 5
0241-251-50
(5
242.3 LF EXTRA STRENGTH 8' VCP @
EXISTING MH ' - EXISTING ROW
EXISTING CABLE TV
EXISTING WATER LINE
12+00
APN
0241-251-54
EMPTY LOT
5
4
13+00
I RIM EL. = 1413.80 +/—
INV, OUT = 1408,87
10'
in
Lr) r:
Ti
in
3
PN
—251-49
O
C -
o
D
L`
J
ATERAL/C,O,
TA 12+54.3
CL MH
STA 12+46,30
RIM EL. = 1412.00 +/—
INV, IN = 1408.02
TNV. nI IT = 14n17 spa
A TFEAL
TA.121/0 5 OR. LOT 49.3
SEMI— TROPIC
LAND & WATER COMPANY
CONSTRUCTION NOTES
REMOVE AND REPLACE DRIVEWAY CONCRETE AND SIDEWALK TO MATCH EXISTING,
2a-- CONSTRUCT 48" SANITARY SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112
3a— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE PER CITY OF FONTANA STANDARD DETAIL 131
4a— CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128
CONSTRUCT 4" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125
PLACE 3" CLASS II BASE IN DRIVEWAY BETWEEN MANHOLES AT 95% COMPACTION.
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
15+00 PLAN 1 "= 40'
WEF
�MSTD
'
Q \
8TERMINAL CLEANOUT
PER CITY STD. 128
'$EWER
ITS/ STD 1
Z
J�
ri
JI
3
LI
8'. EXTRA S711ENTH SEWER LINE
PER CITY TCQ13
SPECIAL NOTES:
16+00 17+00 18+00 19+00
RIM ELEVATIONS OF MANHOLES ARE APPROXIMATE.
MANHOLE AT STA. 12+46.30 TO BE CONSTRUCTED WITH TWO 3" RINGS ON TOP OF CONE
WITH RIM LEFT 3" ABOVE FINISHED SURFACE TO PREVENT WATER FROM ENTERING.
LIDS TO BE BOLTED.
ALL FENCES REMOVED FOR CONSTRUCTION SHALL BE REPLACE IN KIND.
SEWER LATERALS TO BE SLOPED A MINIMUM OF 2%.
BENCH MARK: MANGO AVE, MH LID
EL. = 1411.55 CENTER OF LID
LOCATION: 32' SOUTH OF
NEW MANHOLE.
a mDT
ja
,mm
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
O QRpFESS10®
4 s
TSAfyG �4Gt'''
+ I
N0Z7-111'06 CQ5 8 9`r
P 7- /1 06rvit
1
0 .CAL1F�� AS -BUILT
Prepared Under The Supervision Of
PROFESS/ON
���oP� u. Moi titin
LU m
No. C 40964
� Exp. 3-31-07
9r CIVIL
i - 06 Y% F °F c A� �F o Date
ll••q,
REV. REVISION DESCRIPTION DATE ENGR. CY DATE I FELIPE U. MOLINOS, R.C.E. 40964
20+00
21+00
22+00
CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAWN BY: MANGO SEWER LINE EXTENTION SCALE•
FRANK SMITH AS SHOWN
DESIGNED FRANK SBY
MIM: TH PLAN AND PROFILE -10+00 TO 13+31,30 DATE: 6/30/06
CHECKED BY: APPROVED BY: /I DRAWING NO.: 2
CN 8 °� 4135
1 • CITY ENGINEE .C.E. -S q 1 S Z DATE: 2