HomeMy WebLinkAbout3875-32
PAD=
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SS STA 89+50.77
CL SS MH M0.8
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PAD= .
71.8
CITADEL AVENUE
STA 88+50.00 TO STA 89+50.77
TUMERIC LANE
STA 89+50.77 TO STA 90+40.05
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
i
TOLL FREE -qqmmPw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
91+00
SS STA 89+11.70 P1=
CL SS MH M0.
REV. I REVISION DESCRIPTION
9ECa1-D 012A%1/06
PROP. R/W
4 7 -ora
PAD-
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PROPOSED 18" RCP
SEE STORM DRAIN PLANS -
DWG NO. 3876
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DATE I ENGR. I CIN I DATE
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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 QROFESS/ONq
R.
cu 00 m
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NO. 024725
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Exp.1 2/31/05
OF
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Lot No.
DESIGN
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24
71+08.22
PER ?LAM
NO
26
90+18.48
0
NO
27
89+62.66
PER P LP>J
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28
89 - 35-"
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PAD=
89.0
89+00 90+00
NO
COCO
�CO
Q�
Colo
SS STA 89+50.77
CL SS MH M0.8
SSTA8
kAERIC L
PAD= .
71.8
CITADEL AVENUE
STA 88+50.00 TO STA 89+50.77
TUMERIC LANE
STA 89+50.77 TO STA 90+40.05
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
i
TOLL FREE -qqmmPw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
91+00
SS STA 89+11.70 P1=
CL SS MH M0.
REV. I REVISION DESCRIPTION
9ECa1-D 012A%1/06
PROP. R/W
4 7 -ora
PAD-
Ra n
PROPOSED 18" RCP
SEE STORM DRAIN PLANS -
DWG NO. 3876
PAD _
-
34.0 'n
N
(
I
DATE I ENGR. I CIN I DATE
X3%11
dtuu
CITADEL AVENUE
SEE SHT 2
rJU--916i
t$+UU
r
CLEANOUT
3
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w \ 1
Ln
Lv
00 (n c�
O ZD d� :2
. U XLd
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5 w o
4
8D^ U) w i i
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4 (TYP.)
XIST. 8 SS ul
7
1'.,.
CT 14050
IN N TRA
1
DWG N0.1634
'l
I �+Q
I
Z
o
....., :.�:�., •: �:
ev
2
II r
If
I
TERRACINA LANE
STA 6+12.80 TO STA 6+85.45
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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 QROFESS/ONq
R.
cu 00 m
z
NO. 024725
*
Exp.1 2/31/05
OF
D
Lot No.
DESIGN
"AS BUILT"
BACKFLOW
24
71+08.22
PER ?LAM
NO
26
90+18.48
0
NO
27
89+62.66
PER P LP>J
YES
28
89 - 35-"
8Q 4 32.67
N0
29
89+05.70 SE -E PLAN
NO
30
88+72.03
PEIZ FLA1
NO
44
81+76.02 PER FLAN
YES
45
G + al . 4.q
YES
46
6+14.48
8Et� PI,M
N0
47
80+36.12
poz pt,AN
YES
48
80+86.12
►�
NO
49
81+45.51
YES
50
82+00.83
�
YES
63
88+60.28
NO
64
89+21.33
PER
YES
-P36637
23 t id 7 s RECOkin) "' its ING
EN ELL L. I AT U RU THESE RECORD DRAWINGS P:,) f7 SEEN PREPARED. IN
14AP O LE ANIS ASSOG IATES, INC , PART. ON THE BASIS OF INr >+w,:. -'--.)N COMPILED AND
9-6o2 P ITT& 8U R G N AM.., SU ITE 230 FURN1SM BY OTHERS THl'�NG,INEER WILL NOT BE
RA•NC 40 GuC,4~r46AJ CA. q k7 3o
RESPONSIBLE FOR ANY EF�i`?q�; �tiP OMISSIONS WHICH
P}} o N�• HAVE GM INCORPORATED W-71 THF n-OCUMENTS AS
(.�I Oji) q-01 ` (o3ZZ A RESULT THEREOF. _
SANITARY SEWER CONSTRUCTION NOTES
1O INSTALL STANDARD ECCENTRIC MANHOLE PER
CITY OF FONTANA STANDARD DETAIL 112.
2O INSTALL 8" EXTRA STRENGTH (TYP.) VITRIFIED CLAY PIPE PER CITY OF
FONTANA STANDARDS AND SPECIFICATIONS
SEE BEDDING DETAILS
O3 REMOVE EXISTING, ITEM PER PLAN.
O4 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT
PER CITY OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT
BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR
125B (IN LANDSCAPE AREAS), DETAIL ON SHEET 5.
* LOTS REQUIRING BACKFLOW PREVENTERS
INSTALLED IN PRIVATE SEWER LINES.
N o. CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
3
15027'51"
295.00
40.05
79.62
6
9.58'32"
205.00
17.89
35.69
No.
LINE TABLE
LINE
LENGTH
BEARING
3
383.98
S08007'45"E
4
39.07
Sl 4052'06"W
5
.9-.6:6 = r
S37051'57"W
9
36.95.
S65"57'51
"W
GRAPHIC SCALE
20 40 80
( INS)
1 inch = 40 ft.
160
PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
VAN DELL AND ASSOCIATES, INC. CITADEL AVENUE STA 88+50.00 TO STA 89+50.77, TU(VERIC LANE STA 89+50.77 TO STA 90+40.05
CIVIL ENGINEERS TERRACINA LANE STA 50+00.00 TO STA 51+93.35
SURVEYORS LAND PLANNERS DRAWN BY: SOUTHRIDGE VILLAGE SCALE:
17801 CARTWRIGHT ROAD TwH As SHOWN
IRVINE CA 92614 (949) 474-1400 DESIGNED BY: - TR CT 14245 DATE:
UDDER TIE SUPERVISION OF: �JH S,E ER PLAN 06-06-2005
CHECKED BY: APP VE' BY. DRAWING NO.: 3
DRG -7/2 0-15 3875
DONALD R. GORDON R.C.E. 24725 DATE &dD4&Ar MCARDO.SWNDOVAL-CITY ENGR. R.C. . 51152 DATE
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