HomeMy WebLinkAbout5768-3* NO TE-1-
CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION
PROFILE SCALE
HORZ.• 1 " = 40'
VERT• 1 " = 4'
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
I I
0
SUMMIT AVENUE rho 20p l l —F fir] l"
WYNDHAM LANE � Q
8" WA TER Q
3 _
10 SEWER PER I I L _ BY OTHERS z
DWG. N0. 5764 PROP. 24 " SO PER
10+32.01 MONTELENA ROAD= I I I. DWG. N0, 5769 0 0 =PROP.
143+63.76 SUMMI T A VENUE I I� `r ,' _ _ �i ��, R/W
PROP. PER DWG. N0. 5764
I i PROP. o i�'r-1 -1
-
j 124 SD � I-)N �"
lNT cN04053 W 127.51
10+00.00 MONTELENA ROAD=
143+68.86 SUMMI T AVENUE I I
L I I
I I
EXIST. 8" WA TER I o I
I I
I I
I I
EXIST GAS I I
I I
I I
I I
i I I
PROP. 108" SO PER
DWG NO. 5765
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LOCATION. FLATTEN SEWER LATERALS
TO AVOID STORM DRAIN CONFLICT.
TOLL FREE -qmmmw- DIAL 811
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NO 40 53"W 131 '
i -
PROP. 24 SD FOR PROFILE
PER DWG. NO. 5765 SEE SHEET 6 40'
2 8" VCP 1 60'
WYNDHAM LANE
52
M
INT
14+08.I3 MONTELENA RG
27+44.35 VENETO DRIVE
53 54
PROP, 18" SD PER
DWG. NO. 5769
ufNfro oRiuf
IIII � � �l
ZE
VENETO DRIVE
/ (11,11131
/ I
PROP. 48" SO PER
DWG. NO. 5769
d=16°ps 29�,
R=755
L =212'
8" WA TER
BY OTHERS
37
o � RA 12
�X c j X° �� 36
\ 'NJ" � 35 34
M N50436 ` d=15°47
49"
R=595.00'
�=164.05,
1668.0 w
INV
1?�7j R/W -
L��7 PROP. 36" SO PER
Oj ��� DWG. NO. 5769
65
.0
40 80 120 164
NO 23'13" W _
27.93'
iwA
FOR PROFILE
SEE SHEET 7
8" VCP
66
o
z
o Q
J 5TAC'5 LEAP LANE
c
Q
rn ��
I �
CONSTRUCTION NOTES
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
lA CONSTRUCT 6" EXTRA STRENGTH VCP SEWER LATERAL
2� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001
4� REMOVE PLUG & JOIN 8" SEWER
33 32 39
PROP.
r R/W
NO 23'13"W 202.42' N
PROP. 36" SO PER 8" WA TER
DWG. NO. 5769 BY OTHERS
40' PROP. 24 " SO PER
60't I DWG, NO. 5769 68
67 I 101
5TAC'5 LEAP LANE rR 20 ,/ Fll 13
SHOULD CONSTRUCTION Of 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.
PREPARED FOR.
LENNAR HOMES
980 MONTECI TO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BA515 OF BEARING
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: N00 3332 "W
BENCH MARK:
CAL TRANS BENCHMARK #8-17
BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343 N/0 I-210, 0.2
MILES WEST OF SAN SEVAINE RDOAD.
ELEVA TION= 1428.6 09
ENGINEERING J57 N. SHERIDAN STREET
SUI TE 117
' LAND PLANNING CORONA, CALIFORNIA 92880
TEL. (951) 279-1800
SURVEYING FAX (951) 279-4380
Engineering, Inc.
` \\� 01123/19
AM/R H. FALLAHI , RCE 55534 DA TE
REV.
REVISION DESCRIPTION
ENGR.
DA TE
CITY
DA TE
No. 55534 m DESIGNED BY.•
* JS/E
civic- DRAWN BY
9TFOF CA 1 �By
CHECKED BY.•
AHF
y
Q
ELPC18-000049 12
CITY OF FONTANA, CALIFORNIA 3
SEWER IMPROVEMENT PLANS z
SCALE -
TRACT NO.20153 AS NOTED 3
MONTELENA ROAD
DA TE:
STA° 10f84°00,T0 STA° 20#00°00 JAN. 2019
Oz BY 2-12-2019 DRAWING NO: 3
DA TE
CITY ENGINttR RCE 51152 5768 7
0
0