HomeMy WebLinkAbout5909-240 20 0 40
SCALE IN FEET
1 inch = 40 ft.
BENCHMARK: CITY OF FONTANA BENCHMARK NO. 28
ELEVATION = 1222.41 FT. BEING A MAG NAIL
IN TOP OF CURB LOCATED AT THE ECR AT
THE NE CORNER OF THE INTERSECTION OF
MERRILL AVENUE AND OLEANDER AVENUE.
BASIS OF BEARING:
BASIS OF BEARINGS IS THE CENTERLINE OF
OLEANDER AVENUE WHICH BEARS NO-12-30W
PER RSB 72/97.
1220 -
1210 -
1200 -
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NOTE:
PRIOR; TO START OF CONSTRUCTION,
VERIFY --EXISTING-
LOCATION AND ELEVATION,! AT POINT,
0 CONNECTION AND SHALL NOTIFY
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ENGINEER IMMEDIATELY OF -ANY-
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9+00 10+00 11+00
EX. RIM (14.57)
INV SW = (8.59)
EX. RIM 731
INV NE =`'(2.45) ,
iNV SW' = (2.29)
so
® STA..5 10+ 04.8
EX. 4' SEWER MH'''
PER DWG # 70/100
RIM=(11.78)
INV NE = (6.37)
INV SW = (6.27)��,'
INV SE = 6.47
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Cor ner stone rl,*- C=
Land ur veying Inc. DIAL
A.L.T.A.•Topographic • Boundary • Construction • Environmental T
WO W❑RK I NG
9-0730 KNOB PLACEBEFORE BEFORE
PERRIS, Cal 99-570 YOU DIG ❑U DIG
PH (.951) 7.36-0200 CL (.049) 270- 7099 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
N
12+00
13+00 14+00
APN 193-021-26 APN 193-021-35
(N.A.P.) (N.A.P.)
ENGR. DATE CITY DATE
APN 193-021-04
(N.A.P.)
SFWFR MH NO 7n
APN 193-021-05 I
(N.A.P.) I
15+00
W I
Z !
W
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
STANDARDS IN EFFECT.
SEWER - LINE DATA
O
DELTA/BRG
RADIUS
LENGTH
TANGENT
COMMENTS
A
S43830'30"E
-
52.41
-
8" VCP
B
N89-48-05"E -j
j 303.98'
j
8" VCP
SEWER .LATERAL TABLE
SEWER
LOT #
DESIGNED
LAT. STA.
AS -BUILT
LAT. STA.
Backwater
Valve Nedeed?
1
11+93.52
NO
2
13+14.92
NO
3
13+68.11
NO
4
12+93.05
NO
5
12+18.00
NO
6
11 +42.94
NO
7
10+66.64
NO
No.
* Exp.
` CIVIL
CONSTRUCTION NOTES
000NSTRUCT NEW 4' SEWER MANHOLE PER CITY STD. PLAN. 2000,
2003 & 2001.
O2 CONSTRUCT 8" DIA. EXTRA STRENGTH VCP SEWER MAIN LINE,
BEDDING & BACKFILL PER STD. 1008
O3 CONSTRUCT 4" DIA. VCP SEWER LATERAL HOUSE CLEANOUT
PER STD. PLAN N0. 2005.
O4 CONSTRUCT SEWER CLEANOUT BOX PER CITY STD. PLAN N0. 2007.
O REPAIR TRENCH PER STD. PLAN N0. 1008
O6 ABANDON EX. SEWER LATERAL.
O7 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. OF
OF 95% COMPACTED NATIVE SUBGRADE PER
CITY STD. PLAN N0. 400.
Og RECONSTRUCT MH BOTTOM AS NECESSARY
PER STD. 2003 CASE II
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY: GATS&M PRIVATE AC ALLEY
AS SHOWN
DESIGNED BY: GATS&M APN 0193-021-50,-51,-52,-53,-06, -07, & -08 DATE:
____N/E-FCqTANA AVENUE AND LEMON STREET 2/06/2020
Date CHECKED BY: SCL APPROVED B OZ DRAWING NO.: 2
STE N C. LANTHIER RCE: 59052 t-097'
I N IN 11 5909 2