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PROFILE SCALE
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HORIZ: 1 40'
VERT.
1 4'
LOT 6 LOT 5 LOT 4 LOT 3 L 0 T 22) LOT I
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PI
12' 1 z
� f, I I I I
- -3-2_'____
20" 14+00
20' 32'
12'
LOT 33
13+00 NOO'30'49"W
% 61.t
0.61
Q CB (CASE A)
ST, STA.=l 1+89,02
W=10.50'; V=5.0'
02- � (D
Q CB (CASE A)
ST. STA.=11+26.00
W=14'; V=6.0'
(D
II BLU PIPL
_OT 34 1 LOT 35 1 LOT 36
- - I -
WESTERLY PROPERTY LINE
0 20 40 30
SCALE : 1"=40"
65.24 FIL
0+32.91
-16D- 38INV
E- 7;-k LINE A 65. 91 TC
/65.V4 FL
m
00'30'49 _j I
0) CIIA
�t 00
NOO*29'1 1"E
SEE SHT 4 1 a
FOR DETAI.
In
3' C43 I
Q CB (CASE A)
EE IHT 4
ST� STA.=7+47.65
I`,OR ETAIL
0+00.00
W=28.00', V= 3.2
ro
LOT 37
LOT 38
LINE C
65- 'y
EX. DWY
LINE A AND B
OWNER/DEVELOPER:
4�12
0 TSE YING FAN AND SHIH YU FAN;
45846 AND RAY WONG, OWNERS.
Ex t C/O CAL -BEST REALTY
311 EAST VALLEY BLVD., SUITE 108
OF MA SAN GABRIEL, CA 91776
TEL: (626) 571-6688
FAX: (626) 571-8566
NO.
Ll
so- 60--
APN: 233-122-43
LOT 2
SEE SHT 4 60.05
FOR DETAIL FL;OUT�;
UNE A
3
2 =+4.6 7
END PIPE __j L_LJ
59. 7 ry
NOTE: SEE SHT 4
DETAIL
PVM'T OF EX. DWY FOR
L
END AT ROW (TYP)
0+00.00 Ln <
F�.8 1-1 N V + 14. A LOT 1
1+43.37 C
41, PVC
CONSTRUCT BC
JOIN EX. Z L.Lj
CA-rcu 64->14 (58.'71)INV z 1, 1
024"CMP
P
EX. PC
ROP. R/W
re) . - . - - � -
x (D cn - I
61.2 NG (60.01) x 112.26
STREET CENTERLINE INTERSECTION NG (60.93) >�
PROPERTY LINE
8+28.65 RANDALL AVENUE 60. 9 jw 0 . . .........
/N'LY ST. ROW-\ N EX. R/W NG
=10+00.00 SYCAMORE LANE Nil _78-9-29'ji F 143.37 6
EX. FL N�6) 4 E C 62.82TC 46' 64.02 FL
\(61.33 V61.66) 5 *Tt- L-
(61.40 3 2 \'l __TX. '�E�7DE]�(F_7_Q� REIC> EX. MAIL 2. 34
E BOXES EP FP CT -IN-PLACE BOXES
b+uu PROTECT -IN- PLACE 7+00
46 (§Ll O�/ .4 1 X/-
61.83 (61.87 -T§2.'
FS s FS
FS
(58.317 FL
44' EX. FH
24' CIVIP
EX. wM
EX R W LINE C
.CURVE DATA
0 R DELTA L T
STORM DRAIN CONSTRUCTION NOTES: 1 45.00' 90' 00' 00" 70.69' 45.00'
2 25.00' go, 10, 18" 39.19' 2 4.9 3'
CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 (W AND V PER PLAN)
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1; CASE A AND LENGTH AS NOTED
0 20 40 80
CONSTRUCT PIPE OUTLET ON EARTHERN EROSION CONTROL SYSTEM PER SAN BERNARDINO LI N E DATA
COUNTY FLOOD CONTROL DISTRICT FILE SP 183-A (W=3', L=5') 0 BEARING DISTANCE SCALE : 1"=40"
INSTALL 18" PVC STORM DRAIN PIPE (SDR 75) A N 00*30'49" W 10.6 1'
CONSTRUCT HEADWALL (WING -TYPE) INLET STRUCTURE PER SAN BERNARDINO COUNTY STANDARD B N 33*45'36" W 55.00'
209 WITH TRASH RACK (INCLINED) PER APWA STD. 361-0 1
REVISIONS
ENGINEER CITY
APPROVAL DATE APPROVAL DATE
Am vT I c w P�. L. StAl.. 14.N.
Re:vl 6 E AS, " P..V�V_E r) wp, As- sk. la �0 I
04/011
BENCHMARK
BM #8-17 ELEV= 1428,609
DEPARTMENT OF TRANSPORTATION
BRASS DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
VESS
�INI 'e,
No. 4149
EXP. 12/31/05
CIVIV
or C�V\�
PREPARED UNDER THE SUPERVISION OF:
FOCUS ENGINEERING, INC.
25 MAUCHLY, SUITE 317
IRVINE, CA 92618
TEL: (949) 450-0590
FAX: (949) 450-0592
K. I DATE
CHARLIE C. Lld,- RCE: 41497
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY:
J.H. LEE TRACT NO. 16378
DESIGNED BY: SYCAMORE LANE / DETENTION BASIN
ALEX. C
APPROVED BY:
CHECKED BY: 1012 -?10.r-
C - C. L. f"
CITY ENGINEER R.C.E. 51152 DATE:
SCALE:
PER PLAN
DATE:
2005-0)-19
DWGNO. 5/
3943 5