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DWG. NO. 5374
1 11
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1406.26 TC
31 I L 30
LOT #
8" WATER
oW
BY OTHERS
11
12+44.21
00
60'
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13+08.63
28
30' 30'
11
11+73.97 E
1406.26 TC
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SADDLEWOOD DRIVE
REV. I REVISION DESCRIPTION I ENGR. I DATE I CITY 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
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
21
L `....
-06 13 '
'58 55 E
O(TYP;
(TYP)
16 15
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
14
M.O.C.
10.21 TC
21
CL SADDLEWOOD DRIVE
23
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
LAKE LANE
LOT #
STATION
LOT #
SEE SHEET 3
11
12+44.21
27
60'
12
13+08.63
28
30' 30'
13
11+58.55
29
12' 18' 18' 12'
14
11+13.86
30
12+02.70
15
10+61.81
U
�!
25
14+32.74
32
10+96.04
26
10
8'59'12"
81.25'
40.71' -
F
25.00'
94.57'51"
WU
27.27' -
G
('i
00
42.24'
28.16' -
H
250.00'
+oma
12.96'
6.48' -
1
250.00'
4'00'32"
17.49'
--a- c6
J
250.00'
6.58'43"
I O t
U-)
15.24' -
K
268.00'
N
�
16.34' -
11+76.30 ECR
112.00'
22'41'31"
Z:
1406.27 TC
M
-
I
50.00'
- N 34.27'50" W
4
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27
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UIUCN C%4
SADDLEWOOD DRIVE
REV. I REVISION DESCRIPTION I ENGR. I DATE I CITY 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
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
21
L `....
-06 13 '
'58 55 E
O(TYP;
(TYP)
16 15
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
14
M.O.C.
10.21 TC
21
CL SADDLEWOOD DRIVE
23
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
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
c9e Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
n� CCA�7r�'
RaymonJ J. Allay , A.C.E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
1� 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; #7)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
11
12+44.21
27
13+45.87
12
13+08.63
28
12+99.70
13
11+58.55
29
12+47.87
14
11+13.86
30
12+02.70
15
10+61.81
31
11+47.78
25
14+32.74
32
10+96.04
26
13+96.15
8'59'12"
81.25'
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
c9e Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
n� CCA�7r�'
RaymonJ J. Allay , A.C.E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
1� 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; #7)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
GRAPHIC SCALE
40 0 20 40 80
(INFfff)
1 MCH = 40 FT.
ESS /0 CITY OF FONTANA CAIIFORNIA
STREET 1IROVEWNT PLAN
N �7 o C) DRAWN BY: Ma NO. 1 39.1
No. 36052 HMG SCALE.
AS NOTED
Exp. 6/30/16 � DESIGNED
B�BY: SADDLEWOOD DRIVE DATE:
March, 2016
TF Cl L ��\P CHECKED BY: APPRO BY• j Df�4lM11MG 4
OF CAL\F DATE:
RJA CITY ENGINEER R.C.E. 51152 5371 6
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 2\STREET TRIB939-2 SHT 04.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
25.00'
89'02' 11"
38.85'
24.58' -
B
25.00'
102'18'37"
44.64'
31.04' -
C
500.00'
9' 10'00"
79.99'
40.08' -
D
482.00'
746'34"
65.42'
32.76' -
E
518.00'
8'59'12"
81.25'
40.71' -
F
25.00'
94.57'51"
41.44'
27.27' -
G
25.00'
96'48' 17"
42.24'
28.16' -
H
250.00'
2'58' 11"
12.96'
6.48' -
1
250.00'
4'00'32"
17.49'
8.75' -
J
250.00'
6.58'43"
30.45'
15.24' -
K
268.00'
6'58'43"
32.64'
16.34' -
L
112.00'
22'41'31"
44.36'
22.47' -
M
-
I -
50.00'
- N 34.27'50" W
N
38.00'
1 20728'55"
137.61' 1
155.40' -
GRAPHIC SCALE
40 0 20 40 80
(INFfff)
1 MCH = 40 FT.
ESS /0 CITY OF FONTANA CAIIFORNIA
STREET 1IROVEWNT PLAN
N �7 o C) DRAWN BY: Ma NO. 1 39.1
No. 36052 HMG SCALE.
AS NOTED
Exp. 6/30/16 � DESIGNED
B�BY: SADDLEWOOD DRIVE DATE:
March, 2016
TF Cl L ��\P CHECKED BY: APPRO BY• j Df�4lM11MG 4
OF CAL\F DATE:
RJA CITY ENGINEER R.C.E. 51152 5371 6
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 2\STREET TRIB939-2 SHT 04.dwg