HomeMy WebLinkAbout5375-2N
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CANAL COURT
STATION
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39
30' 30'
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84!30'55
36
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EDGEWATER WAY
SEE SHEEP 7
CANAL COURT
STATION
U
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SEE RIGHT
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N
��
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60'
Ff
38
39
30' 30'
� m
84!30'55
36
12' 18' 18'- 12'
00
10+45.00 ECR
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1403.46 TC
1400.44 TC (TYP) -)
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20+60.07
27
E
F
N
20+98.16
-
(TYP)
620.00'
P-
59.31'
10+45.00 BCR
-
.
112.00'
1400.44 TC
R/W
9.80'
-
!� jQe N
LrSL.�_ _ _ --� _ N 89'59'48" Ei _ 10
wH ....
O N
61d n
v _
Z 8" SEWER PER CITY -
DWG. NO. 5376
47 m
0
z
0
0
�m
n w
V
TOLL FREE -qqmm""'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTLi
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EDGEWATER WAY
SEE SHEEP 7
MONTGOMERY AVENUE
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DNJGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
P,
19
17
18
21+64-50 CL A
10+00.00 CL E
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
MONTGOMERY AVENUE
SEE LEFT
MONTGOMERY AVENUE
SEE LEFT
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
CANAL COURT
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
U
m
N
O
O +
N
��
o 0
�
Ff
38
39
+
� m
84!30'55
36
11+16.75
10+44.18 BCR
10+45.00 ECR
/(D
4 (TYP)
1403.46 TC
1400.44 TC (TYP) -)
g
D
MONTGOMERY AVENUE
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DNJGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
P,
19
17
18
21+64-50 CL A
10+00.00 CL E
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
MONTGOMERY AVENUE
SEE LEFT
MONTGOMERY AVENUE
SEE LEFT
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
CANAL COURT
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
_.< 2
E
o
...
10+67.56
19237 83'C14
19+61.90
29
11+21.54
1
84!30'55
36
11+16.75
2
18+76.23
37
2,
:....
o
N
g
D
20+60.07
27
E
F
N
20+98.16
-
D
620.00'
5'28'53"
59.31'
29.68'
-
E
112.00'
1900'10"
R/W
9.80'
-
F
-
-
42.34'
-
24
23
22
109'00'00"
117.95'
86.92'
-
21
-
10
42.36'
m
N 14'29'04" W
Uj
~
9'15'30"
18.10'
9.07'
-
J
25.00'
88'57'07"
38.81'
24.55'
W
K
112.00'
�
31.78'
16.00'
L
to
-
Cn
06
o
N
M
r7
ca
+o
-
+o
N
38.00'
212'31'13"
140.95'
-
-
0
-
lq-
+oCD
-
Co
CN
M
MONTGOMERY AVENUE
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DNJGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
P,
19
17
18
21+64-50 CL A
10+00.00 CL E
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
MONTGOMERY AVENUE
SEE LEFT
MONTGOMERY AVENUE
SEE LEFT
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
CANAL COURT
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
22
20+27.40
28
10+67.56
23
19+61.90
29
11+21.54
24
19+28.76
36
11+16.75
25
18+76.23
37
10+70.57
26
18+28.62
38
20+60.07
27
17+61.68
39
20+98.16
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
1 3 •� •Ib
Ray and I. A lard, A.C.E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 957.
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
9 INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
10 CONSTRUCT 8' CROSS GUTTER PER CITY STD. PLAN NO. 403
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
GRAPHIC SCAE
40 0 20 40 80
(N FET)
1 POC H z 40 FT.
Q�pFESS/0 CITY OF FONTANA CALIFORNIA
STREET OVMNT PLAN
m
T c' DRAWN BY. TRACT NO. 1x939 SCALE:
No. 36052rrl
z HMG MONTGOMERY AVENUE & AS NOTED
Exp. 6/30/16 � DESIGNED BY: DATE:
DBW CANAL COURT March, 2016
��qTF � I V l �' ��\P CHECKED BY. P D
OF' CA��F DRAWING NO.: Z
DATE: 3 3 ' �G
RJA CITY ENGINEER R.C.E. 51152 S' 4
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 3\STREET TRIB939 SHT 02.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
25.00'
-
B
600.00'
5'28'53"
57.40'
28.72'
-
C
580.00'
5'28'53"
55.49'
27.76'
-
D
620.00'
5'28'53"
59.31'
29.68'
-
E
112.00'
1900'10"
19.55'
9.80'
-
F
-
-
42.34'
-
N85'2B'55"W
G
62.00'
109'00'00"
117.95'
86.92'
-
H
-
-
42.36'
-
N 14'29'04" W
1
112.00'
9'15'30"
18.10'
9.07'
-
J
25.00'
88'57'07"
38.81'
24.55'
-
K
112.00'
16'15'37"
31.78'
16.00'
L
-
-
50.00'
-
N 16"1 5'4-cr W
M
-
-
50.00'
-
N 16'15'250 E
N
38.00'
212'31'13"
140.95'
-
-
0
-
-
22.21'
-
N84'30'55"E
GRAPHIC SCAE
40 0 20 40 80
(N FET)
1 POC H z 40 FT.
Q�pFESS/0 CITY OF FONTANA CALIFORNIA
STREET OVMNT PLAN
m
T c' DRAWN BY. TRACT NO. 1x939 SCALE:
No. 36052rrl
z HMG MONTGOMERY AVENUE & AS NOTED
Exp. 6/30/16 � DESIGNED BY: DATE:
DBW CANAL COURT March, 2016
��qTF � I V l �' ��\P CHECKED BY. P D
OF' CA��F DRAWING NO.: Z
DATE: 3 3 ' �G
RJA CITY ENGINEER R.C.E. 51152 S' 4
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 3\STREET TRIB939 SHT 02.dwg