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CHANNEL _
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ROADS.
y I 12.75'
173+05.00±=CHANNEL , x
165+86.49 SID
165+94.62 1 1
CONNECT 48 RCP 31
TO THE
CHANEL4":0miA=49'41'31'
B=1.02'
EX. CHAN EL Xtc, '
40' '
36"D
EXIST CATCH BASIN
AND LOCAL
DEPRESSION
C/L INT. TO REMAIN 170+33.14 LYTLE CREEK RD.
to
R 0 S S WAY
7 C EXIST CALTRANS =10+00.00 ROSS WAY
V R/W I I
EX. 36' STORM DRAIN 75 - -
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PIPE TO BEREMOVED
REMOVE EXIST MH :J I
IP36' STORM DRAI
PE TO REMAI \ FUTURE R/W 74 73 72 /1
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EX T
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FUTURE R/W
SIERRA
LAKES
EXIST CALTRANS PARKWAY
W C INT.
R/W SEE SHEET 5
I- 1 4+96.59 LYTLE CREEK RD. I 3 1
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R/W o o00
LO
LAT "B-1"
NOTICE TO CONTRA
c c CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
TOLL FREE -`1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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uJ) OAl A2=30' D1=42"r jB1=30 D2=54
B2=36„
C1=6.17,
LYTLE CREEK ROAD IC =6.39
r
LINE "B"
NUMBER ANGLE
CONSTRUCTION NOTES
RADIUS
1 CONSTRUCT 42" DIA. R.C.P., D -LOAD PER PLAN
120.00'
3 CONSTRUCT 36" DIA. R.C.P., D -LOAD PER PLAN
22.50'
4 CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PLAN
22.50'
5 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1, SEE SHEET 12
Os CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 332-1.
O7 CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN
CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PLAN
90 CONSTRUCT 48" DIA. R.C.P., D -LOAD PER PLAN
10 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1.
18 CONSTRUCT BRICK & MORTAR PLUG.
19 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-2
20 CONSTRUCT INLET INTO EXISTING CHANNEL PER SAN BERNARDINO FLOOD
CONTROL DISTRICT STD SP200A, SEE SHEET 11
22 CONSTRUCT SLOPED PROTECTION BARRIER PER A.P.W.A.
STD. 360-0, SEE SHEET 6.
23 CONSTRUCT 54" DIA. R.C.P. D -LOAD PER PLAN
SIERRA
LAKES
EXIST CALTRANS PARKWAY
W C INT.
R/W SEE SHEET 5
I- 1 4+96.59 LYTLE CREEK RD. I 3 1
N o
w - - _ - =10+00.00 SIERRA LAKES PKWY X I
w
j —5
N c II W >
Lo
j
U 1 W W
4li
i
1U 3NN
17 16 15 14 13 W
omN
R/W o o00
LO
LAT "B-1"
NOTICE TO CONTRA
c c CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION
AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
TOLL FREE -`1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
r- 177Ln ,
EX EP -
N
Mh
s _ FUTURE R/W EX R/W ! +
o+ o—
J
X E
uJ) OAl A2=30' D1=42"r jB1=30 D2=54
B2=36„
C1=6.17,
LYTLE CREEK ROAD IC =6.39
r
LINE "B"
NUMBER ANGLE LENGTH RADIUS TANGENT
1 4013'24' 84.24' 120.00' 43.94'
2 5919'54" 23.30' 22.50' 12.82'
3 60'40'06' 23.82' 22.50' 13.17'
DATE OM. I MY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
z-I1-0) N 5•
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.
QROFESS/per/\
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No. 31681 Z z
Exp. 12/31/04 A
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NOTE: a
SEE SHEET 10
40 0 40 80FORLATERALPROFILES
1 "- 40'
scale feet
omaFbreman,Inc. H
A Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
C y ami 5 7/o Z
HAROLD A. GARCELON R.C.E. 31681 DATE:
ti
C
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS 11
BY -
HS
STORM DRAM OVENNT PLANS ''
1to=409 c
D BY: LYTLE CREEK ROAD ATE
Hs- 49 TO ,178+00.00 10 -26 -01
D -BY- DWG NO.: 8
RD .f • _'?O L
N ITY ENGINEER R.C.E. 51152 DATE: ` 14
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EXTEND LAT "B-6" 19.5 LF 2/29/24 KM2
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PROP. PLS=0.0271 8
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2
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE, SUITE 300
RIVERSIDE, CA 92501
TEL (951) 543-9868
2
STA 167+43.82
= 10+00 LATERAL
7/3/24