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37.10'
30" STORM DRAIN PER
CITY DWG. NO.
5373
96'48'17"
42.24'
SEE TRACT 18939.1
PER DWG #5335
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16
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8" WATER 3
BY OTHERS
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MONTGOMERY AVENUE
SEE SHEET 1
TOLL FREE -qqmmo'"'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
19
SLEEPY CREEK
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
5
r-R/W
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137 79'5
}+
0+39.43 ECR
405.59 TC
10
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CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
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1
22+97.26
Cq
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CD
19
24+48.72
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}+
0+39.43 ECR
405.59 TC
10
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CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
1
22+97.26
18
23+99.06
2
23+51.49
19
24+48.72
3
24+03.45
20
24+90.27
10
16
17
11+30.09
22+99.18
23+50.32
DWG. NO. 5374
+ o z� I
8" WATER -
BY OTHERS
6
8
\� J EC
1405.34 TC
5
BC _ BC
..... - 1405.71 TC 1403.89 T
(A`t 9
LV
1405.88 TC 4
EC
1402.87 TC
BC
18 18' r1
1402.36 TC
LAKE SEECHT
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 ENaNEER 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
R/W �� 1407.87 TC
# Ns 85'01'57" E 220.53' -
I . 2 8 0
SLEEPY
srt urs
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 0900'12"
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
SADDLEWOOD DRIVE
SEE srrEr <
r
1404.00 TC
U
3 1405.34 TC
ANI
LINE TABLE
RADIUS
w
°'�
10
11
112.00'
10'00' 11"
19.55'
9.80' -
,n L6
8" SEWER PER CITY
,� N ; o
++ cl
DWG. NO. 5374
+ o z� I
58.00'
105'02'30"
12' 18'18' 12'
30' 30'
60'
Zct
U
-
-
U
U
E
25.00'
85'02'09"
37.10'
22.92' -
F
25.00'
96'48'17"
42.24'
28.16' -
G
Co
Y
W
27.27' -
H
O ap
04'32'21"
23.77'
J
)
I�
Qj Oq
CD
11.18' -
K
318.00'
04'32'21"
O
±
U
U
WCD
�
on
8
9
10
7 0�
r-
N
R/W �� 1407.87 TC
# Ns 85'01'57" E 220.53' -
I . 2 8 0
SLEEPY
srt urs
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 0900'12"
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
SADDLEWOOD DRIVE
SEE srrEr <
r
1404.00 TC
U
3 1405.34 TC
ANI
LINE TABLE
RADIUS
DELTA
°'�
10
11
112.00'
10'00' 11"
19.55'
9.80' -
,n L6
8" SEWER PER CITY
,� N ; o
++ cl
DWG. NO. 5374
+ o z� I
58.00'
105'02'30"
12' 18'18' 12'
30' 30'
60'
LAKE LANE
12+20.53 CL LAKE LANE=
13+22.44 CL SADDLEWOOD DRIVE
2%
8
29
SADDLEWOOD DRIVE
sa SHEET
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(
J�7"
Ilaym❑ J. Alla A.C.E. 36052 Date
(expires 6/30/2016)
40
CONSTRUCTION NOTES
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
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
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
GRAPHIC SOLE
20 40 80 160
(IVFfff)
1 AMUi = 46 FT.
QRpFESS/O� CITY OF FONTANA CAUFORMA
q<<` STREET MOVEMENT NT PL N
93ZC) DRAWN BY: TRACT NO,189391 SCALE:
No. 36052 m HMG SLEEPY CREEK & AS NOTED
d Exp. 6/30/16 AAW
DESIGNED BY: DATE:
DBW _ March, 2016
CIV ►\- ��P CHECKED BY: AP RO Y:-- --- DRAWING NO.: 3
OF- CAS-�E� DATE: I 5371
RJA CITY N ER R.C.E. 51152 6
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 2\STREET TR18939-2 SHT 03.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
112.00'
10'00' 11"
19.55'
9.80' -
B
-
-
42.69'
- N10'00'23"W
C
58.00'
105'02'30"
106.33'
75.64' -
D
-
-
42.69'
- N84'57'53"W
E
25.00'
85'02'09"
37.10'
22.92' -
F
25.00'
96'48'17"
42.24'
28.16' -
G
25.00'
94'57'51"
41.44'
27.27' -
H
300.00'
04'32'21"
23.77'
11.89' -
J
282.00'
04'32'21"
22.34'
11.18' -
K
318.00'
04'32'21"
25.19'
12.60' -
GRAPHIC SOLE
20 40 80 160
(IVFfff)
1 AMUi = 46 FT.
QRpFESS/O� CITY OF FONTANA CAUFORMA
q<<` STREET MOVEMENT NT PL N
93ZC) DRAWN BY: TRACT NO,189391 SCALE:
No. 36052 m HMG SLEEPY CREEK & AS NOTED
d Exp. 6/30/16 AAW
DESIGNED BY: DATE:
DBW _ March, 2016
CIV ►\- ��P CHECKED BY: AP RO Y:-- --- DRAWING NO.: 3
OF- CAS-�E� DATE: I 5371
RJA CITY N ER R.C.E. 51152 6
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 2\STREET TR18939-2 SHT 03.dwg