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REV.
REVISION DESCRIPTION
ENGR. I DATE I CITY I 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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
W� 1
rn
�m I II' it
.,.III 5
BASIS OF BEARINGS: Prepared By:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,ALLARD ENGINEERING
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, rE
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning
16866 Seville Avenue
BENCHMARK: Fontana, California 92335
CALTRANS BENCHMARK #8-17�+ �(9A09) 356-11815 Fax (909) 365-1795
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 4410tj weasL �D 6 1
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 85349 DATE
EL=1428.609 (expires 6/30/2018)
4
GRAPHIC SCALE
m
(IN FEET)
1 INCH = 40 FT.
Q�oFESs,oti CITY OF FONTANA, CALIFORNIA
<j K. K A< STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: SCALE:
W No. 85349 m DBW/RC TRACT NO. 18987
DESIGNED BY: LINE "All & LINE "B" DATE:
Exp. 6/30/18 DBW October, 2017
OI V i\_ F�c'\P CHECKED BY: AP=VED DRAWING NO.: 2
OF CA\- RKA DATE. r7 5648
CITY ENGINEER RX.E. 51152 13
Filename: I:\Walker\DWGS\FINAL DESIGN\STORM DRAIN\SD SHT 2.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
-
-
17.71'
-
N
45'21'02"
E
B
45.00'
44'24'04'
34.87'
18.36'
-
C
-
I -
187.48'
-
N
89'00'23"
E
D
22.50'
45'00'00"
17.67'
9.32'
-
E
-
-
10.59'
-
N
44'00'23"
W
F
-
-
5.63'
-
N
32"14'34"
W
G
-
-
23.17'
-
N
60'56'44"
E
H
-
-
32.62'
-
N
2835'54"
W
J
-
-
19.35'
-
N
89'45'06"
E
K
306.00'
18'55'05"
101.04'
50.98'
-
L
294.00'
19'39'49"
100.90'
50.95'
-
M
-
-
10.67'
-
N
6720'00"
W
N
45.00'
30'05'26"
23.63'
12.10'
-
0
-
-
19.23'
-
N
58'28'01 "
E
P
-
-
41.23'
-
N
89'38'58"
W
Q
-
-
23.68'
-
N
45'21'02"
E
W� 1
rn
�m I II' it
.,.III 5
BASIS OF BEARINGS: Prepared By:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,ALLARD ENGINEERING
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, rE
BEING: N 89'37'36" E Civil Engineering -Land Surveying -Land Planning
16866 Seville Avenue
BENCHMARK: Fontana, California 92335
CALTRANS BENCHMARK #8-17�+ �(9A09) 356-11815 Fax (909) 365-1795
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 4410tj weasL �D 6 1
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 85349 DATE
EL=1428.609 (expires 6/30/2018)
4
GRAPHIC SCALE
m
(IN FEET)
1 INCH = 40 FT.
Q�oFESs,oti CITY OF FONTANA, CALIFORNIA
<j K. K A< STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: SCALE:
W No. 85349 m DBW/RC TRACT NO. 18987
DESIGNED BY: LINE "All & LINE "B" DATE:
Exp. 6/30/18 DBW October, 2017
OI V i\_ F�c'\P CHECKED BY: AP=VED DRAWING NO.: 2
OF CA\- RKA DATE. r7 5648
CITY ENGINEER RX.E. 51152 13
Filename: I:\Walker\DWGS\FINAL DESIGN\STORM DRAIN\SD SHT 2.dwg