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CITY DWG.
NO. 5373
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SLEEPY CREEK 12
SEE SHEET 3, TRACT 18939.1
PER DWG #5335
ITOLL FREE "mm""1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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51
49
50 \
8" SEWER PER
CITY DWG. NO. 5374
MONTGOMERY AVENUE
REV. REVISION DESCRIPTION ENGR. I DATE I CITY I DATE
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
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
48
m
1396.2,'
1396.20 FS/AC
17 2 N 89'5948"
47
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7'
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CASE Ts. W--12' V=5.826 H=2"
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BASIS OF BEARINGS:
00
W
THE BEARINGS SHOWN HEREON ARE BASED ON THE
LENNAR
83.36'
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
E
520.00'
^�
980 MONTECITO DRIVE, SUITE 302
�^�
�
BENCHMARK
CORONA, CA 92879
W
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
U
G
THE EASTERLY END OF THE CURB RETURN AT THE
FAX (951) 817-3650
44.64'
NE CORNER OF SIERRA AVE. AND MILLER AVE.
Q
325.00'
ELEVATION: 1364.32
113.94'
57.56'
1
305.00'
20'05' 11"
106.92'
54.02'
J
345.00'
W
24.56'
12.28'
K
345.00'
2'01'07"
12.16'
6.08'
O
25.00'
80'05'15"
34.94'
Fp-Z
M
25.00'
85'55'22"
z
23.28'
� C1
N Q
O
18
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IR
NO
tf�00] C�D� C�p�
O W
LAJ
LENGTH
�n nn n
�M
Q
ZUj
CASE Ts. W--12' V=5.826 H=2"
O
W
0
,6
Zz Z
N
45.99'
� m
1396.41 FS AC
1396.44 FS/A
n v
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+ �5 1396.29 FS AC
1396.31 FS AC
1396.35 FS/AC
It Iri I I I I I�
�N
�o�l 0) C14
CURVE TABLE
IR
NO
tf�00] C�D� C�p�
2�
DELTA
LENGTH
�n nn n
�M
rnn �M ,m")m)
14'48'58"
CASE Ts. W--12' V=5.826 H=2"
CATCH BASIN #6 DETAIL
B
500.00'
CASE " C", W --I2, V=6.0, H=2'
45.99'
23.01'
NOT TO SCALE
Prepared For:
20-05-11"
BASIS OF BEARINGS:
88.55'
D
THE BEARINGS SHOWN HEREON ARE BASED ON THE
LENNAR
83.36'
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
E
520.00'
M.B. 340/72-73, BEING: N 00'00'12"
980 MONTECITO DRIVE, SUITE 302
92.09'
BENCHMARK
CORONA, CA 92879
89'02' 11"
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
(951) 817-3545
G
THE EASTERLY END OF THE CURB RETURN AT THE
FAX (951) 817-3650
44.64'
NE CORNER OF SIERRA AVE. AND MILLER AVE.
H
325.00'
ELEVATION: 1364.32
1396.35 FS/AC
It Iri I I I I I�
�N
�o�l 0) C14
CURVE TABLE
IR
LOT #
STATION
2�
DELTA
LENGTH
�n nn n
A
CATCH BASIN #7 DETAIL
14'48'58"
CASE Ts. W--12' V=5.826 H=2"
NOT TO SCALE
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909 356-1815 Fax (909) 365-1795
a&l 3 '1 - (P
Aaymo d I. Allar A.C.E. 36052 Date
(expires 6/30/2016)
40
QRpFESS/��
J.
DRAWN BY:
No. 36052m HMG
°L Exp. 6/30/16 7 DESIGNED BY:
DBW
`r�gTF C I v i ��\P CHECKED BY:
OF CA1-�F
RJA
CENTERLINE DRIVEWAY STATIONS
CURVE TABLE
STATION
LOT #
STATION
RADIUS
DELTA
LENGTH
TANGENT
A
500.00'
14'48'58"
129.30'
65.01'
B
500.00'
5' 16'13"
45.99'
23.01'
C
500.00'
20-05-11"
175.29'
88.55'
D
480.00'
9'57'02"
83.36'
41.79'
E
520.00'
20'05'11"
182.30'
92.09'
F
25.00'
89'02' 11"
38.85'
24.58'
G
25.00'
102' 18'37"
44.64'
31.04'
H
325.00'
20'05'11"
113.94'
57.56'
1
305.00'
20'05' 11"
106.92'
54.02'
J
345.00'
4'04'41"
24.56'
12.28'
K
345.00'
2'01'07"
12.16'
6.08'
L
25.00'
80'05'15"
34.94'
21.01'
M
25.00'
85'55'22"
37.49'
23.28'
40
QRpFESS/��
J.
DRAWN BY:
No. 36052m HMG
°L Exp. 6/30/16 7 DESIGNED BY:
DBW
`r�gTF C I v i ��\P CHECKED BY:
OF CA1-�F
RJA
0 20 40 80
(IM FET)
1 MCH = 40 FT.
.0
CITY OF FONTANA CALIFORNIA
STREET IMROVMNT PLAN
TRACT NO. W39.2 SCALE:
AS NOTED
MOINTGOrVIERY AVENUE DATE.
March, 2016
D B ' DATE: MG / DRAW NO.: Z
CITY ENGINEER R.C.E. 51152 5926
Filename: I:\Inland Construction - Gob riella\DWG's\FINAL DESIGN\ STREETS\ PHASE 2\STREET TR18939-2 SHT 02.dwg
CENTERLINE DRIVEWAY STATIONS
LOT
STATION
LOT #
STATION
47
17+28.55
52
14+41.64
48
16+36.05
53
13+81.86
49
15+92.38
54
13+51.56
50
15+26.62
55
13+03.34
51
14+94.63
56
12+55.77
0 20 40 80
(IM FET)
1 MCH = 40 FT.
.0
CITY OF FONTANA CALIFORNIA
STREET IMROVMNT PLAN
TRACT NO. W39.2 SCALE:
AS NOTED
MOINTGOrVIERY AVENUE DATE.
March, 2016
D B ' DATE: MG / DRAW NO.: Z
CITY ENGINEER R.C.E. 51152 5926
Filename: I:\Inland Construction - Gob riella\DWG's\FINAL DESIGN\ STREETS\ PHASE 2\STREET TR18939-2 SHT 02.dwg