HomeMy WebLinkAbout5335-5SIERRA AVENUE c. SLEEPY CREEK 36" STORM DRAIN PER CITY DWG. NO. 5349
PER CITY DWG NO. 0co �� SEE SHEET 2 m m W
Q o,n co cp rn d o-64
o > 60 0^0 o r\ o �r ao cD ^ 32' 32' ^
Z Q ' r +000 +Coo +0 01) 00 +00 , , , . NtqN� � ^
Q 48 12 o r2 o r 2 �, 12 20 20 12+00+00'406""`6 `n 06
N 00
zN I ^1 T RAW^ ,
346+ 11.45 ECR
"1389.66 TC, 8 F 84
85 86 87
00
C> d I_ 16+05.75 BCR I 1 "
c °; I 1 11 3 1389.08 TC I WATER -
15+98.64 ECR 3 9 BY OTHERS
o+ r
oLoi' 1�' I 1388.94 TC QTYP. RIW�
a , A j €
E
.. ... 1. I
€ D "' 2
S 1
i I ,
AN � �
ONTO II
I NS
9 59 4
97.66
W ,
_ l
- - S I -
86'
4 �
- _{_ 5 I
I
6"
E
,
a
AWE .�
NUE ..�.. _
I _.. 1
_ 8 2.
5 47
� � r I 3 � :.. . H.,, N '
C
€ I J
�€ o/ A
I ' I CD X 11 9
I 3 15+11.60 ECR 15+08.53 BCf
` € 1387.20 TC I
45+07.45 BCR 1387.14 TC
� '
TRAFFIC SIGNAL PLAN 48' I 12' 1387.56 TC, 8' CF 12' 20' f 20' I 12'
PER CITY DWG. N0. ri
60' 67 > 32' 32'
Q
SIERRA AVENUE o� �� 64'
U U
PER CITY DWG NO. 537-7 r 0 � -� W .00 o SLEEPY CREEK "�
+ Co + 00 + Z W +0°00 06 06
C) n C1SEE SHEET 2 ^ Co CNIPO
U U
N N
CONSTRUCTION NOTES � to
O1 - CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 95%
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
�-- ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
9a- INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
W
0
W
Q
p O REV. REVISION DESCRIPTION
0
N
� o
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
AVOCADO COVE DRIVE SLEEPY CREEK
SEE SHEET 6 SEE SHEET 2
64' 64' m
L 32' 32' 32' 32' ~
+ 6 12' 20' 20' 12' 12' 20' 20' 12' 10 N
:2 o+ 30" STORM DRAIN PER CITY DWG. NO. 5349
88 39 5I I 29 I 30
76
0
2 � N
.. 1
13
•14
1
292 07 _ -
-i N �8'16'�0 Ems_ _ sr _ ----�
04
8" SEWER PER
CITY DWG. NO. 5354
PARK
AN JACINTO AVENUE
ENGR. I DATE I CITY I DATE
3
83
12' 20'-1-20' 12'
32' 32'
0
64'
AVOCADO COVE DRIVE
SEE SHEET 6
3
LU20'20' 12' o
32'
SLEEPY CREEK
sff sir 2
TYP
• , W U
CM
31 32 33 34
RIW -
8- WATER
BY OTHER
1 2 ao ------M-�-------
�1�..
88' 0 36 16
5 E ,
.
0 9 1
3
00
IV
1.71 BCR R/W
1.60 TC
94 93 92
8„ SEWER PER
CITY DWG. NO. 5354
D3 I `-U TYP.
17+39.82 ECR
1393.10 TC ct
co
91 90
BEA��H'11OOD LANE
CENTERLINE DRIVEWAY STATIONS
LOT STATION
LOT #
STATION
CURVE & LINE TABLE
11+51.53
�t;
o
O
31
12+01.29
RADIUS
o....
LENGTH
TANGENT
F
40 4 r ,
z
DELTA
LENGTH
15+45.1 -
8 CL SAN JA IN
C TO AVE-: I,
A
30.00'
90'00'00"
CL AVOCADO CV
J15+62.09 5 2.09 COVE DR
30.00'
- - J
320.00'
10+00.00 CL BEACHWOOD LAN = € -
23.34'
11.68' - -
B
17+73.61 CL SLEEPY CREEK i €
12' 20'-1-20' 12'
32' 32'
0
64'
AVOCADO COVE DRIVE
SEE SHEET 6
3
LU20'20' 12' o
32'
SLEEPY CREEK
sff sir 2
TYP
• , W U
CM
31 32 33 34
RIW -
8- WATER
BY OTHER
1 2 ao ------M-�-------
�1�..
88' 0 36 16
5 E ,
.
0 9 1
3
00
IV
1.71 BCR R/W
1.60 TC
94 93 92
8„ SEWER PER
CITY DWG. NO. 5354
D3 I `-U TYP.
17+39.82 ECR
1393.10 TC ct
co
91 90
BEA��H'11OOD LANE
SHOULD CONSTRUCTION OF REQUIRED
MOVFJMENTS NOT COAMAENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRED FORTH IN A
DILIGENT 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
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"
ENCHMARK2" 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
NOTE-
CONTRACTOR
OTECONTRACTOR 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
llm� CCA/
•I•Ib
Ray and J. Allard, A.C.E. 36052 Date
(expires 6/30/2016)
�Z
89
IC
P'1220' 20'
2'
64'
35
CENTERLINE DRIVEWAY STATIONS
LOT STATION
LOT #
STATION
CURVE & LINE TABLE
11+51.53
91
12+06.24
31
12+01.29
RADIUS
DELTA
LENGTH
TANGENT
BEARING TANGENT
RADIUS
DELTA
LENGTH
TANGENT BEARING TANGENT
A
30.00'
90'00'00"
47.12'
30.00'
- - J
320.00'
4'10'44"
23.34'
11.68' - -
B
300.00'
3.14'46"
17.00'
8.50'
-- K
25.00'
88' 17'02"
38.52'
24.26' - -
C
278.00'
3'14'46"
15.75'
7.88'
- - L
25.00'
91'42'58"
40.02'
25.76' -
D
322.00'
3'14'46"
18.24'
9.12'
- - M
112.00'
12'57'06"
25.32'
12.71' - -
E
25.00'
93' 14'46"
40.69'
26.46'
- - N
112.00'
10'00'09"
19.55'
9.80' -
F
25.00'
86'45' 14"
37.85'
23.62'
- - 0
62.00'
114'40' 13"
124.09'
96.71' -
G
25.00'
92'27'46"
40.34'
26.10'
- - P
-
-
-
- N75'19'43"E 42.71'
t1H
00.00'
t28
4'57'44"
25.98,
13.00'
- - Q
-
-
-
- N09-59'5 7"E 42.36'
0.00'
4'5744"
24.25°
12.13'
SHOULD CONSTRUCTION OF REQUIRED
MOVFJMENTS NOT COAMAENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRED FORTH IN A
DILIGENT 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
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"
ENCHMARK2" 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
NOTE-
CONTRACTOR
OTECONTRACTOR 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
llm� CCA/
•I•Ib
Ray and J. Allard, A.C.E. 36052 Date
(expires 6/30/2016)
�Z
89
IC
P'1220' 20'
2'
64'
35
1 s+
b0.91 UL
17+84.19
CL
36
1
37
0
1392.37
u u�t=
COVE DRIVE
AVOCADO COVE DRIVE
SEE SHEET 6
CRAPFMC SCALE
(IMV RU)
1I�H�
Q�oFESS 0 CITY OF FONTANA CALIFORNIA
� aN° J STREET 1MROVEMENT PIAN
DRAWN BY. TRACT NO X8939.1 SCALE:
No. 36052 z HMG AS NOTED
DESIGNED BY. SAN }40NTO AVENUE
Exp. 6/30/16 DBW 000 � DATE:
s� C I V �� March, 2016
qTF ��' CHECKED BY: AP 0 BY:
CA1-�DRAWING
OFF 3 •3-/lG La RJA DATE:CITY ENGINEER R.C.E. 51152 5335
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 05.dwg
X
CENTERLINE DRIVEWAY STATIONS
LOT STATION
LOT #
STATION
30
11+51.53
91
12+06.24
31
12+01.29
92
11+75.68
84
12+58.57
93
11 +25.57
85
12+92.00
94
10+75.55
86
87
13+61.44
13+92.40
1 s+
b0.91 UL
17+84.19
CL
36
1
37
0
1392.37
u u�t=
COVE DRIVE
AVOCADO COVE DRIVE
SEE SHEET 6
CRAPFMC SCALE
(IMV RU)
1I�H�
Q�oFESS 0 CITY OF FONTANA CALIFORNIA
� aN° J STREET 1MROVEMENT PIAN
DRAWN BY. TRACT NO X8939.1 SCALE:
No. 36052 z HMG AS NOTED
DESIGNED BY. SAN }40NTO AVENUE
Exp. 6/30/16 DBW 000 � DATE:
s� C I V �� March, 2016
qTF ��' CHECKED BY: AP 0 BY:
CA1-�DRAWING
OFF 3 •3-/lG La RJA DATE:CITY ENGINEER R.C.E. 51152 5335
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 05.dwg
X