HomeMy WebLinkAbout3035-8CL S CHANNEL _20
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ASPJ ' .� 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 - - j\j
:J�_PIPE TO BEREMOVED
;-_REMOVE EXIST MH :J I
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P36' STORM DRAI
PE TO REMAI \ FUTURE R/W 74 73 72 /1
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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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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 I
C =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 o
\ m N
R/W o o
00
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 I
C =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 80
FOR LATERAL PROFILES 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