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VERT.
49 50 5 1 52 53 54 55 5 . 5.6- 6 57 1 2 3 1
5 6 Ld
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z Lu a_
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OD T=6.1 _j bi
_j 00oD OD SEE LEFT -4- (O z 0
0 00 0 �5 C*4 0 3 000%. W)HLAND AVE. _Q AN SEVAINE ROAD LL_ RIGHT-OF-WAY in (0060 0 in 00 (0 L0 _j LO 001 j ;4- 0) 0 re) r- (O 0 + + 0 r�l 0 C LO
Go 0 00 00 FUTYRE STREET IMPROVEMENTS Lo C� 0 04 +0,4- + + 0 Z I C) PROPOSED, 8 SEWER LO 0 vi . . C; q 'I-, L6 U-) LL_ I Lo +
-0 -0� PROPOSED -E5GE P-EfZ 1 � !, (0 y II to 6 60 1-11
(0 0 Uj < R 04 cffl�' ___4_ :2 1 I$ 1 F- 0 6 �Q 1k
-QF PA �Q. 293 =90.00, (1q 0
'3� E M T + B r 0�2�
LLI V) 0 I- Lx_ U Uj H U) 0 > < LAT "E" NOO* 1 2'46"E I 4
11_� + + LO < _rc� - ., - __ ___ - - I L=47.23' x 0 < 68.0 LF 0 3.45% < -x�_Sff FOR PROFILE w 1+69.50 END PIPE 04 Lr) < 1413.61 1 NV. I2 NOO* 1 2'46�� N45*1 6'42"E 4.12'
S 1+.87.00 1+29.01 BC 73 8-E 1 16.3 CO Z FUTURE CATC H BAS I N 7k z C14 w w R=45.00'
w W -7 _-Z. 1 +00.00 CL INY. IA=45*00'00"
lie 50+93.85 MAIN Ll E w -OTURE ST91� -DRAIN I in -4 1 6.0 LF @ /6.13�;/ LOT I CIN T= 1 8.64'
w SEE SHT. /3 FOR PROF*11 E Lm I F LOT '131 /-/'71 �A T PRPPOSED EDGE I 1 + 1 7.,�5(0 D PIPE lui 00 _j 8 + 16.0 L 52% 'E
OF'PAVEMENT 14 14 N 60* 1 24S\ V 1.42 I/INV. go r) SEE)SH Y FOR PROFILE 0 -fR -f 11 D /I 8 PE� DWG. NO. 2938,�) 29.01'
I 0 11 I / RIGHT-�-OF WAY LLJI I -, - I __ -re) FUTOE STORM DRAIN 6 x Ok.
Ld R=60.00' 1 0.54 41 V) 0> 50 i - ___1 -42 a>: 14- 11 I "," ----.L 0 "r- 1/ A 0.0 FG Uj 0 m A=33*34'20" pp lilt 00 L=35.1 6 1 b U_ I -rl\-PN,. 22 F- d STREET IMPROVEMENTS I-,- 11 I FUT (.0 0 ATC H BASIN
Z PER DWG. NO. 19,38 Z. z T= 1 8.1 0 65[i. yff/ C/I 22$ 221 0) FUTURE STORM DRAIN - 0
q- z 10 221 .01 1.4-
0) - 22' FUTURE CATCH BASIN
,ft n 1111.% 44' +
0 V) R=60.00 1+17.50 END PIPE a) 0 N, 44' : 34
00 A=27030'03" 1413.42 INV. 34
29 I 29 +1 L=28.80' 56+39.95 6
V) 58 T= 1 4.68 4 80.1-11fG"UNLAND AVE. END CONSTRUCTION
R=60.00' 1411.50 INV. _Q AN SEVAINE ROAD
PRESTON DRIVE STORM DRAIN CON00mirOnUCTION NOTES A=06039'1 2" SEE LEFT
SEE RIGHT 1 INSTALL 42" RCP, 1350-D L=6.97'
T=3.4 '
SAN SEVAINE ROAD
UndergroUnd 8erViCe Ajert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
ORE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
C= Cal, TOLL MEE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1-8W REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
227-2600 IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
.071,�RS PREPARED FOR
FORECAST HOMES 10670 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
(909) 987-7788
(909) 987-1169
2 INSTALL 36 RCP, 1350-D
3 INSTALL 24" RCP, 1350-D
4 INSTALL 18" RCP, 1350-D
5 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 320-1, AS SHOWN ON SHEET 4
6 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. DWG. NO. 331-2, AS SHOWN ON SHEET 3
7 REMOVE EXISTING TEMPORARY BULKHEAD
8 CONSTRUCT BRICK AND MORTAR BULKHEAD
9 INSTALL 18" CMP
10 CONSTRUCT TEMPORARY CMP RISER PER CALTRANS STD. D93C, TYPE B
AS SHOWN ON SHEET 3
CONSTRUCT 3" A.C. PAVEMENT
REVISIONS Engineer City BENCHMARK
Approval Date: Approval Date:
z5Z11Z 7- -z I CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
IELEVATION: 1428.6090
SEE DETAIL ON SHEET 3
()FESS/ J. z
0 No. 36052 m
rri
Exp. 6130 �Sl
cjv�\, OF- CA�_
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1B15 Fax (909) 356-1795
�4wx � - I OpvtI 'R - 2_9 - 0 1
ond J. Allard, R.C.E. 36052 Date
(expires 6/30/2004)
PRESTON DRIVE
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN
Drawn BY: TRACT 16078 Scale: it
DBW SAN SEVAINE ROAD 1 = 40'
Designed By: Date:
DBW,[�.I% PRESTON DRIVE AUGUST, 2001
Checked 8 Approved: 4Oq64- Dwg. NO- 2
R D ; L��r_ Ire rz CITY ENGINEER R.C.E. &4-� 2M 4
Filename: M:\DWG\l 6001 \STORM DRAIN\SHT2.DWG