HomeMy WebLinkAbout5372-5LU
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CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
33
10+58.59
40
14+14.22
34
11+05.07
41
14+68.86
35
11+55.15
42
12+71.27
36
12+10.06
43
12+21.35
37
12+55.15
44
11+76.27
38
13+06.27
45
11+21.27
39
13+69.3 7
46
10+70.0C
k-V11j 1 Rvt.11vi1 INV I GO
CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 959
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
LU
o DETENTION WQMP Z o ao =
BASIN
+LO
cc rn (.0- 9 INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; 17)
"? `" -i -i 25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
16+95.95 BCR
N m m W W °c°
1398.61 TC
CONSTRUCT 8' CROSS GUTTER PER CITY STD. PLAN NO. 403
o o g
P
W
N) O J
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
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U
o 2 m U
G EE 5�E ,�
oN 5 r, 00
4, o� ^00
6 2' o`n +rn
3 12'+00
33 0
2�' ^ ^ +� 6.60 ECF
121C
49 `' \
Cv
48
10+00.00 CL FLAGSTONE WAY=
16+54.12 CL MONTGOMERY AVE
47
MON
TOLL FREE -"Mmmll-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
34 =1^
REV. I REVISION DESCRIPTION
j 1 N....00700'
2" W
3) (TYP)
45
35
(TYP) I 0
8" SEWER PER
CITY DWG. NO. 5374
36
37
R/W
38
1
13 'L 179.38'
...........
8" WATER
BY OTHERS 4O (TYP
43
FLAGSTONE WAY
ENGR. I DATE I CITY I DATE
39
QT.
U
0CQ�
+LO
N� N
16+95.95 BCR
0
J
1398.61 TC
=
vi ^ er
00
W� m� 46
�Cj
25.00'
12'20' 20 12'
34.94'
Z_
V�
N u
^ r�' 00
32' 32'
`- 06 `r c6
+a, +�
1412.65FS AC -i
o� o�
64'
1413.11 FS AC
TGOMER Y AVENUE
SEE SHEET 2
0
REV. I REVISION DESCRIPTION
j 1 N....00700'
2" W
3) (TYP)
45
35
(TYP) I 0
8" SEWER PER
CITY DWG. NO. 5374
36
37
R/W
38
1
13 'L 179.38'
...........
8" WATER
BY OTHERS 4O (TYP
43
FLAGSTONE WAY
ENGR. I DATE I CITY I DATE
39
QT.
U
0CQ�
+LO
N� N
£
I { , U„
0
J
rn
=
vi ^ er
00
cZ
�Cj
25.00'
+^ +
34.94'
Z_
V�
-
B
25.00'
1412.65FS AC -i
U 1413.49 FS AC
o+
1413.11 FS AC
C
500.00'
0
53.20'
41
^^
D
480.00'
40
51.07'
25.56'
^
^
PVCPIPE
ITY
Ll
55.32'
27.69'
CPER
DWG."
NO. 5373
500.00'
C14 00 LO _- (p
U-) C6 O riW ��
O+ +� +ZerN
I' �U ^N
^
L
.? 8 15
1
-4R-F-
1413.58
. F-
1413.58 l c
-R/W ECR ,t � .. n,
10+45.00 0
1412.91 TC o � µM � WCC �mZ�
42CD
+ !1 y � N O N00 CD Cq
f- v m 20, 12 c- m + Ln � ^ O N
0o N� o ►¢- 12' 20 �U � d,d
CO o o �n o cn 32' �- `t
o? m cn U
� v 32
ever. �o ono �
+ M N+, U c~ii 64
O
HOLl.
SUGAR TRgCT 18939
SEE SHEET 3WG. #5375
PER
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DNJCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
LO
0CQ�
+LO
4 € Q
{
3
£
I { , U„
N 00' 1
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
{I
I { 24" STORM DRAIN PER
{ I CITY DWG. NO. 5373
3
{I
I II
{ �I
I �
TRACT BOUNDARY
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
CATCH BASIN #2 DETAIL
CASE "C", W t. V=5.7', H=2"
NOT TO SCALE
w
z
CURVE &
LINE TABLE
3
LO
0
J
rn
=
LENGTH
TANGENT
cZ
�Cj
25.00'
CASE "C". W=12'. V=5.68: H=2"
34.94'
Z_
V�
-
B
25.00'
1412.65FS AC -i
U 1413.49 FS AC
o+
1413.11 FS AC
NOT TO SCALE
Prepared By:
ALLARD ENGINEERING
cl!
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-181 Fax (909) 365-1795
j r a l i 13 • -(b
Aa mond J.'Allard, A.C.E. 36052 Date
(expires 6/30/2016)
CURVE &
LINE TABLE
n to
LO
M M
rn
DELTA
LENGTH
TANGENT
BEARING
CATCH BASIN #1 DETAIL
25.00'
CASE "C". W=12'. V=5.68: H=2"
34.94'
NOT TO SCALE
Prepared By:
ALLARD ENGINEERING
cl!
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-181 Fax (909) 365-1795
j r a l i 13 • -(b
Aa mond J.'Allard, A.C.E. 36052 Date
(expires 6/30/2016)
cwArW SCALE
Q�C)FESS/0ti
J -4<< ` F
9�a �-' DRAWN BY:
No. 36052 m HMG
-'-bExp. 6/30/16 DESIGNED BY:
DBW
C1 1\1 IT,
CHECKED BY:
OF CA1-�F
RJA
(Ad FEET)
1M= 40 FT.
CITY OF FONTANA CALIFORNIA
STREET MOVANT PLAN
TRACT NO. U93962
FLAGSTONE WAY
?ATE: /
R.C.E. 51152
SCALE:
AS NOTED
DATE:
March, 2016
DRAWING NO.: 5
5377 6
Filename: I:\Inland Construction -Gabriella\DWG's\FINAL DESIGN\STREETS\PHASE 2\STREET TR18939-2 SHT 05.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
80'05'15"
34.94'
21.01'
-
B
25.00'
85'55'22"
37.49'
23.28'
-
C
500.00'
6'05'45"
53.20'
26.62'
-
D
480.00'
6'05'45'
51.07'
25.56'
-
E520.00'
6'05'45'
55.32'
27.69'
-
F
500.00'
732'58"
65.86'
32.99'
-
G
480.00'
8'30'48"
71.32'
35.73'
-
H
520.00'
732'58"
68.52'
34.31'
-
I
-
-
106.15'
-
N 08'31'00" W
J
300.00'
750'33"
41.06'
20.56'
-
K
270.00'
T50'33"
38.05'
19.06'
-
L
322.00'
8'48'31"
49.50'
24.80'
-
M
25.00'
90'00'00"
39.27'
25.00'
-
N-
-
20.83'
-
N 01'23'26" W
0
-
-
15.07'
-
N 00'34'51" W
cwArW SCALE
Q�C)FESS/0ti
J -4<< ` F
9�a �-' DRAWN BY:
No. 36052 m HMG
-'-bExp. 6/30/16 DESIGNED BY:
DBW
C1 1\1 IT,
CHECKED BY:
OF CA1-�F
RJA
(Ad FEET)
1M= 40 FT.
CITY OF FONTANA CALIFORNIA
STREET MOVANT PLAN
TRACT NO. U93962
FLAGSTONE WAY
?ATE: /
R.C.E. 51152
SCALE:
AS NOTED
DATE:
March, 2016
DRAWING NO.: 5
5377 6
Filename: I:\Inland Construction -Gabriella\DWG's\FINAL DESIGN\STREETS\PHASE 2\STREET TR18939-2 SHT 05.dwg