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36" STORM DRAIN PER CITY-/
DWG. NO. 5349
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SEE SHEET 4
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CATCH BASIN #3 DETAIL
CASE AC A W=12; V=6.0; H=2"
NOT TO SCALE
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DWG. N0. 5349 LO AUj
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12' 20' 20' 12' "' n -� E- o "� r\ "�
30' 30' U N-- •- 12' 18' 18' 12' - "'
60' W ? SLEEPY CREEK 32' 64' 32 12 3°' 30'
L! ¢ 60
BAYOU LANE N
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SAN JACINTO AVENUE EACHWOOD LANE
SEE SHEET 4 1390.61 FS AC o 1390.85 FS AC SEE SHEET 5 B
1390.50 FS/AC ^ J i -iQm QA Fc, lar, SEE SHEET 5
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SCJ
LOT #
�2G2
LOT
STATION
1
�U-G2
61
�212
2
U')
U')
Ln10
3
17+43.29
63
rnN
4
01M
64
00
n
C�
CN
14+03.54
29
�-
66
N
r\
10+81.76
67
14+84.04
60
11+53.4L6
91'42'58"
40.02'
LOT "B"
DRWY CL STA
10+20.20
10'00'10"
19.55'
9.80' -
L
62.00'
110'00'21"
119.04'
88.55'
M
-
-
-
- N09'59'58'E 42.34'
N
CATCH BASIN #4 DETAIL
CASE Ts. W=11; V=6.5; H-1"
NOT TO SCALE
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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT
STATION
1
16+34.20
61
12+03.46
2
16+92.20
62
12+53.54
3
17+43.29
63
13+03.46
4
17+93.20
64
13+53.46
5
18+44.98
65
14+03.54
29
18+45.82
66
14+53.46
59
10+81.76
67
14+84.04
60
11+53.4L6
91'42'58"
40.02'
LOT "B"
DRWY CL STA
10+20.20
CANx111. SCA[
40 0 20 40 80
CONSTRUCTION.
CURVE & LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING TANGENT
A
25.00'
90'00'00"
39.27'
25.00' - -
8
25.00'
86'45' 14"
37.85'
23.62' -
C
25.00'
93'14'46"
40.69'
26.46' -
D
25.00'
92'27'46"
40.34'
26.10' -
E
25.00'
88'17'02"
38.52'
24.26' - -
F
25.00'
91'42'58"
40.02'
25.76' - -
K
112.00'
10'00'10"
19.55'
9.80' -
L
62.00'
110'00'21"
119.04'
88.55'
M
-
-
-
- N09'59'58'E 42.34'
N
-
-
-
- N79'59'38'E 42.34'
CANx111. SCA[
40 0 20 40 80
CONSTRUCTION.
(" flu)
1 AYCN = 40 FT.
BASIS OF BEARINGS:
By: re
Prepared p y
CITY OF FONTANA CAUFORKA
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE,
ALLAAD ENGINEERING
ill' OFE.
ti,�
a Q J.-4Z
-4<(
STREET MOVEMENT PLAN
PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00' 12"
Civil Engineering - Land Surveying Land Planning
�`� �ON�
-
�
DRAWN BY:
p
BENCH/rY'1RIC
16866 Seville Avenue
� �
HMG
TRACT NO. 18939.1
SCALE:
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
Fontana, California 92335
� No. 36052 �
a
SLEEPY CREEK
AS NOTED
DESIGNED BY:
DATE:
THE EASTERLY END OF THE CURB RETURN AT THE
(909) 356-1815 Fax (909) 365-1795
Exp. 6/30/16
DBW
March, 2016
NE CORNER OF SIERRA AVE. AND MILLER AVE.
9T O l V t �' ��P
F
CHECKED BY:
ARBY:
DRAWING NO.:
ELEVATION: 1364.32
Ray and I. Al rd, A.C.E. 36052 Date
OF CA1-�F�
7D
3 ' 3' Ili
(expires 6/30/2016)
RJADATE:
CITY ENGINEER R.C.E. 51152
5335
8
Filename:
I:\Inland Construction
- Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 02.dwg