HomeMy WebLinkAbout5769-2W'L Y El Y
R/W R/W
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A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
\Q MCA 11+77.84 LINE C
1648.85 IN 10+00.00 LINE C-B/F
18 DIA. 1649.08INV
11+78.86 LINE C
10+00.00 LINE Cl
B
'X4
6.56.5' RCB
'X4' RCB _ _ _ _
LINE C h
S= 0.0383 S= 0.0105
--------------------------------------------- •-------------
00 Qs
+
zz
17.4'
PLAN VIEW
N. T S.
NO TE:
FOR CONCRETE THICKNESS & REBAR
SCHEDULE SEE SPPWC STD, DWG. 322-2
USE: D= 78 , B=18"
LINE C-BIF
SECTION B-B
PROFILE VIEW
N. T S.
LINE C BIFURCATION MANHOLE STRUCTURE DETAIL
N. T S.
obp
G
P C 00
NO TE:
9+95.02 LINE C FOR CONCRETE THICKNESS & REBAR
638+15.01 LINE "B" SCHEDULE SEE SPPWC STD. DWG. 322-2
=ST. STA 171? 0769 USE: D=108", B=78"
— — — — — — — — — — — —
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I 1
I I
1
EX. 108" STORM EX. 108" STORM I
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T/2
DRAIN PIPEDRAIN PIPELINE»B" LINE "B"(S-0.0040) (sue \\ I
•-------------- I - -- - --------------
- Z
N
N �
N
�z 16'
�z
EXISTING
108" STORM
\
DRAIN PIPE
\ LINE "B"
V�
ELEV. S
1644.07
108" SD
(1642.33)
SECTION A A
PROFILE VIEW
PLAN VIEW N. T.S.
N. T S.
6.5 x4'
USE: T=12. 5" FOR B= 78"
SECTION G G
LINE C TO LINE "B" MODIFIED MANHOLE STRUCTURE DETAIL
N. T S.
PREPARED FOR.•
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES
APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, 980 MON TECI TO DRIVE, SUITE J02
THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879
REVISIONS TO THE PLANS TO BRING (951) 817-3545
THEM INTO CONFORMANCE WITH FAX (951) 817-3650
CONDITIONS AND STANDARDS IN
EFFECT.
REV. REVISION DESCRIPTION ENGR. DA TE CITY DATE
10" SEWER 1,
CLEAR
" 6.5 x4' RCB
10+08.28 LINE C
41 4.33 INV
Sr O'0383
1 6' 22' 1 22' 10' 1
17' 5'SW
C&G AC/AB 6� C&G
,\ 2% \ \'
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i
8" WATER
» 24 OR 42 » SO
NAPA VALLEY ROAD - 60' R W
LOCAL STREET
N.TS
W'L Y El Y
R/W 6 , R/W
3228'
10 1 22 22 6'
' HSW5'
1 SWC&G 17 AC/AB 5' 6' C&G
2% 2q
VA�-
8" WATER
8" SEWER � „
18, 30 OR 42 SD
MONTELENA ROAD - 60' R W
LOCAL STREET
N. T.S.
N'L Y S'L Y
R/W 60' R/W
30' 30'
10' 20' 20' 10'
1 5, i
SW C&G 15 6S' C&G
AC/AB SW
'
2% 2,,
\\ , \\\; \ 7\
8" WATER
24 ", 60" 10 8" SEWER
OR 66" SO
VENETO DRIVE - 60' R W
LOCAL STREET
N. T.S.
BASIS OF BEARING
ENGINEERING
357 N. SHERIDAN STREET
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE
1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE,
PER PARCEL MAP NO. 19434, P.M.B. 242/97-98.
BEING: N003332"W
BENCHMARK:
CAL TRANS BENCHMARK 118-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2
MILES WEST OF SA SEVAINE RDOAD.
a
I p 1 LAND PLANNING
SURVEYING
Engineering, Inc.
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AM/R H. FALLAHI , RCE 55534
SUITE 117
CORONA, CALIFORNIA 92880
TEL. (951) 279-1800
FAX (951) 279-4380
01/23/19
DA TE
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No. 55534 m
* *
sT civic ��P
gTFOF CAQ
DESIGNED BY.•
Js
DRAWN BY.•
JS L
CHECKED BY.•
ELEVA TION= 1428.609
CUT (1) VERTICf12'"'
SUPPORT 3" XFOR TIGHT FIT
"X12"X(D+2ce.-.,
TYPICAL FOR DIAMETERS 48" AND LESS
NO TES.
1. NAIL 3"X12" BOARDS TO VERTICAL
SUPPORTS WITH 40d GAL V. NAILS AT
3" O.C.
2. ALL LUMBER SHALL BE CREOSOTED
DOUGLAS FIR, 1500f CONSTRUCTION
GRADE.
TIMBER BULKHEAD DETAIL
N. T S.
�m
m
ELPC18-000049
0
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLANS
SCALE
NO.20153 SCALAS NOTED
0
DETAILS AND SECT/ONS DATE
✓AN. 2019 0
PPROI' By. i DRAWING NO:
,y DA TE 1 /24/2019 L12
TY EN /' EER RCE51152 5769 s
0