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39 64.36 D C;s •53 9 �5 EXIST. IMPROVEMENT 00 0� EXIST. 6" C do G 85.00 5. 3 N 87.81 fa, 8+00 16 4 2 " 9+00 0 96.9 T U V S%1
FS FS _ FS TC N PR 8 WATFR 96.92 FS
10 61 64 PER DWG_NO_2491- - - - - ry - -- - _ __ - C
72.21 F EC ------ ----- FS 4 E
TC E in PROP. R/ry BCR � _------------- _ _ - -TAT- - � _ x N f9°�
28+12.63 71.84 71. F ECR g 1 Q o i l 12+67.00 t 61.1 „� EXIST. R/W PROP. R f 0 g9• C 9 11
9 Wy:16 FS TC 10+57.00 l L TC L _j I I � � Z ( N ;� in N BCR S 6
B STA. 28+01.02 BCR STA. 17+83.98 ECR 1 QQ o . 9 � � 41 o � 1 �+7o.e5 S E('R w +7436 9 EG
58.8 I I N + �� u u to 1° 43
Ec °° 1�f� o 0 4, N 3 3 3 aj 3 0 3 1 �Ok3S' °° c w�16 k93 -
I I rn � 2 SIP• C
9 0 A w=�6
MATCHUNE STA. 27+54.09 BC
1* SEE SHEET 5
BROOKSIDE AVENUE
E
•
F
f
MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
"
•
.
:.
�����
STD. PLAN NO. 1000 (SEE NOTES 31 do 32; do TYPICAL SECTION)
- .--. ..
if 7; 25FT)
0
CONSTRUCT 6"
CURB AND GUTTER PER STD. PLAN NO. 1003
tSVtfC;A 1 LAIVt
CONSTRUCTION NOTES
5 TC f EC
MATCHUNE STA. 17+37.04 BC
SEE SHEET 4
THORNBUSH WAY
la,
CONSTRUCT 4"
MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
O
CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT;
n : . . . . f -
SUBGRADE PER
STD. PLAN NO. 1000 (SEE NOTES 31 do 32; do TYPICAL SECTION)
- .--. ..
if 7; 25FT)
0
CONSTRUCT 6"
CURB AND GUTTER PER STD. PLAN NO. 1003
(9
PER STD. PLAN NO. 1016 �)
CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS
4O
CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
62.00'
PER STD. PLAN NO. 1005
88.55'
PER STD. PLAN
N0. 1015
10
INSTALL STREET NAME SIGN PER STD. DETAIL 139
_
DELTAMAFMIQ
• _ _ - .
I ENIDW.
_ . f . . _,
n : . . . . f -
10 00'02"
112.00'
- .--. ..
9.80'
- •• • - . _ • . .. _ f
N20 44'38"W
r
42.36'
9 LCM40 ® eY dETROPOLdTAN WAT@i DO 11W I SO.
CAL :OFNA =2 RANCHO CU-_ --' GIA. NEAR THE
OF SUMhEr AVE AND CHERRY AVE AT THE
SOUTHWEST* COMM OF CITY AVE AND SUIw#AT AVE 101
N FIST INET OF THE CEfiBI�E OF OHEPIRY AVE AND 37
1D FEET SOUTH OF THE CENTMM OF a MU AVE SET FLUIIH
i ON THE NORTHMM CORNER OF A 10 FOOT MADE
CATCHRAM OA FOOT SOUTH OF CURB FACE A STANDARD
LMDSC 3 NC I �8 DINC STAA!'ED '33A MW
a NAVD N - RIM M I
ewdex Flom
1369 Corona PakWN Cotat
Carona, CA l�
Ph (00 27'9-'1000
Fax: (950 271E-2100
RECORD 0,A"w/NG
Q�pFESS/0, 14 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL "B" ON SHEET 2.
�` ��� CV�� Fy 15 ADJUST MANHOLE RIM AND COVER TO GRADE
ti i 6_
0 , U N m 6 ADJUST VALVE CAN, LID AND COVER TO GRADE
and ASS=, NC. u�. 4983
11011 N. Ai'M�IANDO STFEET EXP. 03/ 83
ANAFB� CA 92806 * *
FW (714) d00-1826 CIVIC. �`Q'
Fax= (114) SWIM �'4IfiOF l.IF� �
CA
DATE I ENGR. I CITY I DATE
//
/•
.. _ :.
• . _. -• . . f - _ • _ __
•• -• . •• - . . 1 .: ---
a:e
CURVE/LINE DATA CURVE/LINE DATA
QROF ESS/p
h���`'�Q`�S D C6,�'�i!``ti
1 y`�' s
� r"
W
� NO. C041983 m
EXP. 3/31 /06
7l FC � F
E OF CA��
DELTAMAFMIQ
RADIUS
I ENIDW.
TANCENT
A
10 00'02"
112.00'
19.55'
9.80'
B
N20 44'38"W
-
42.36'
-
C
110 00'05"
62.00'
119.03'
88.55'
D
N1044'36"W
-
5700'
-
E
90 00'00"
57.00'
89.54'
57 00'
F
90 00'00"
37 00'
58.12'
37.00'
G
N89.15'26 "E
-
42.36'
-
H
N79 -15'24"E
-
210.00'
-
1
N79.15'24 "E
-
116.13'
-
J
N79'15'24"E
-
324.00'
-
K
N69'15'22"E
-
42.36'
-
QROF ESS/p
h���`'�Q`�S D C6,�'�i!``ti
1 y`�' s
� r"
W
� NO. C041983 m
EXP. 3/31 /06
7l FC � F
E OF CA��
E !V G I N E E R I N G
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH 909 783-0101 FAX 909 783-0108
DELTAMEAFMKi
RADIUS
LENL/m.
TANS NT
L
N0044'34"W
-
42.36'
-
M
N0231'37"W
-
50.04'
-
N
NO2 03'15"E
-
50.04'
-
O
N00'14'11 "W
-
168.68'
-
P
N00'14'11 "W
-
312.06'
-
Q
N00'14'11 "W
-
223.82'
-
R
N10'14'13"W
-
42.36'
-
S
87'46'56"
62.00'
94.99'
59.65'
T
67'46'52"
37.00'
43.77'
24.85'
U
67'46'52"
57.00'
67.43'
38.29'
V
N6732'41 "E
-
38.29'
-
N77'32'43"E
-
42.36'
-
E !V G I N E E R I N G
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH 909 783-0101 FAX 909 783-0108
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290-2
DRAWN BY:
OS
VEMNT PLANS
FR0�/ �E A THO�lleli WAY
LA
fROlrl * TO WEBTFM LANE
SCALE.
AS SHOWN ABOVE
DESIGNED
� -- -
DATE:
OCT. 2005
PREPARED BY IS D. C C.E. NO. 41983
EXP. DATE: /31
��' ?- 10'6&
CHECKED BY-
� SBC/,IGS ,J,m.
Z'Qp
DRAWING NO.:
3855
3
10
CITY ENGINEER R.C.E. 51152 DATE: