HomeMy WebLinkAbout5111-3..................... ....................:...........,...........
N
W
DANTE PLACE
SEE SHEET 2
60'
30' 30'
12' 18' 18' 1 '
8" WATER
eY OTHERS
38 I N
3 v
PAPER BIRCH LANE
W
a SEE SHEET 2
�N so
c 30' 30'
b'
co
46
47
511 i CL INTERSECTION + +� 10+00.00 CL GARIBALDI WAYC14=- �8" WATER
;12+65.31 CL DANTE PLACE PROPOSED R/ - ` ..A Nib'
BY OTHERS
37 I s>EET STATION~
i
A V
N00'23'33"W 237.75' 11 co 12
co
36 -
........_....
........... .. ..........
3599 34
U -/
PAD=
U
O
o �=
PAD= 1675.9
PAD= 1678.0
PAD= 1680.2
TRACT 18M
0
0
0
X
VW7
Q
Q
PD
0
N
0 0
v
2 DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
c TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
33
PAD=1664.1
0
REV.
PROPOSED R/W J
32 31
PAD= 1665.3 PAD= 1666.6
0
CL INTERSECTION
10+00.00 CL C1UI13LLDI WAY
12+65.31 CL DAITE PLACE
STREET STATION
REVISION DESCRI!TION
PROPOSED R,
LUCIA LANE
SEE SHEET 5
60'
30' 30'
' 8" WATER
E I BY OTHERS
I
61 I5' 70
' W i
PAD= 1679.2
�N O
� 4
~~
71
PAD= 1681.3
0
PROPOSED R/W
71
PAD= 1682.6
0 ( -.3) M.
NW2333,OW 241.00
- ----- - 01 LIN- m
LLJ
=/ I
N 8" WATER 3 M.
z BY OTHERS
7
30 29 28
PAD= 1669.0 PAD= 1670.3 PAD= 1672.0
0 0 0
20 20 1
32' 32CL INTERSECTION
64' 10+00.00 CL GARIBALDI WAY
12+65.31 CL DANTE PLACE
STREET STATION
DATE I ENGR.I CITY I DATE
PROPOSED R/W-
27
PAD= 1674.0
GARIBALDI WAY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVbM&V 5 NOT COMMENCE WITHIN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL S WTHAM HOMES, INC
SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300
DILIGENT MANNER, THE CITY ENGINEER MAY IRVINE, CA 92612
REQUIRE REVISIONS TO THE PLANS TO TEL (949) 833-1554
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
ESSINA STREET
SEI SHEET 5
64'
32' 32'
1 D' 20' 1
i
5' y{
1W
F � {
Z� -
s �
17
TYP.V '
23 22
PAD= 1682.0 PAD=168U
0 0
�o
2
U
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINT
OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N8T30'OCE
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
aWATION
19
� 17+34 75 CL C+lIRfBALDI MAY
20 17+90.46 CL MESSINA STREET
STREET STATION
PAD= 1684.5
21
PAD= 1683.8
(RAPF♦fC SCr4tE
•w o 20 40 so
(" FRT)
1mm40 FE
CON57RUCTION NOTES
(D-CMSTRUCT e' ocrRa srROcmi VCP SE ►aArn
(D -CONSTRUCT 4s PRECAST cvpocSre IAANHOLE PER CITY sru. M. no. zoos
(D-w1mwT,rV.C.P. SERER LATERAL do HWSE C6FANAUT PER CRT' STD. M. NO 2005
&-CONSTRucT BACKWATER CHECK( VALVE
jC SEWElt LATRACT
26
25
24
DESIGN STA. "AS-EBUILT" STA
PAD= 1675.9
PAD= 1678.0
PAD= 1680.2
TRACT 18M
0
0
0
X
22
17+12.5
$o
Z
23
16+50.4
X
CL INTERSECTION
16+01.7
X
TE:
15+02.75
CL GARIBALDI WAY
X
13+44.45
CL LUCIA LANE
X
STREET STATION
SHOULD CONSTRUCTION OF REQUIRED
IMPROVbM&V 5 NOT COMMENCE WITHIN PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL S WTHAM HOMES, INC
SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300
DILIGENT MANNER, THE CITY ENGINEER MAY IRVINE, CA 92612
REQUIRE REVISIONS TO THE PLANS TO TEL (949) 833-1554
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
ESSINA STREET
SEI SHEET 5
64'
32' 32'
1 D' 20' 1
i
5' y{
1W
F � {
Z� -
s �
17
TYP.V '
23 22
PAD= 1682.0 PAD=168U
0 0
�o
2
U
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINT
OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N8T30'OCE
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
aWATION
19
� 17+34 75 CL C+lIRfBALDI MAY
20 17+90.46 CL MESSINA STREET
STREET STATION
PAD= 1684.5
21
PAD= 1683.8
(RAPF♦fC SCr4tE
•w o 20 40 so
(" FRT)
1mm40 FE
CON57RUCTION NOTES
(D-CMSTRUCT e' ocrRa srROcmi VCP SE ►aArn
(D -CONSTRUCT 4s PRECAST cvpocSre IAANHOLE PER CITY sru. M. no. zoos
(D-w1mwT,rV.C.P. SERER LATERAL do HWSE C6FANAUT PER CRT' STD. M. NO 2005
&-CONSTRucT BACKWATER CHECK( VALVE
jC SEWElt LATRACT
CITY Of FONTANA CALIFORNIA
QRpFESS/0'
ALLARD ENGINEERING
- °o J. q<< <�,
LOT NO.
DESIGN STA. "AS-EBUILT" STA
RYES
YES NO
20
17+28.0
TRACT 18M
X
21
17+16.4
X
22
17+12.5
X
WAY: STA V*i6QW TO STA 1%*3.xA
23
16+50.4
X
24
16+01.7
X
TE:
25
16+51.7
X
26
15+00.5
X
27
14+51.7
X
28
14+01.7
X
29
13+51.7
X
30
13+03.6
X
31
11+87.5
X
32
11+31.3
X
33
10+81.3
X
34
10+31.2
X
70
15+54.8
X
71
16+22.2
X
72
16+78.4
X
Prepared By:
CITY Of FONTANA CALIFORNIA
QRpFESS/0'
ALLARD ENGINEERING
- °o J. q<< <�,
SEWER IMPROVEMENT PIANS
. .......................
Civil Engineering - Land Surveying - Land Planning
-0 " �-
16866 Seville Avenue h Z v z.
DRAWN BY:
TRACT 18M
SCALE.
Fontana, California 92335 0Lai No. 36052 M
HMG DBW
AS NOTED
DESIGN
DATE: February, ry 2015
(909) 356-181 Fax (909) 356-1795 � Exp. 6/30/16
WAY: STA V*i6QW TO STA 1%*3.xA
' 3 .1 C i V 1 %..
A on Allar C. 36052 Date OF
CHECKED BY:
APPROVE
7 '�
3
. , . OgL�F
J
TE:
5Tn
(expires 6/30/2016)
C ER R.C.E. 51152
5
Fdencme: 1:\5trathem Homes-129\Fontcrro 25cc\DNG's\FM i\sewer\Phase 2\TR 18825 SEWER 03.dwg