HomeMy WebLinkAbout3856-9.... ..... . .. ..... IIIII_19,+ 2 82. M'H-.'� NO. -11 ti. .... ........ . .... ....... ..... ...... ......... ... . ..... . .... ... ....... -EXIS NP -T-ING, OU .............. . tH 7D -:--SUR F- ...... -INIS -.'E
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TR, 'p
NSTR . ........ . -C _P_ . ...... '..VC .1
E .......... HORIZ.: 1"=40'
...... -X-7R-) ----�-!:-:E-Xi7,7?A-..�-S-T-RENG�-TH-:�� -7 'E-X-7R-A---S-IHLNG-Th E-X.77?,A IVERT.:
........ .. 1 =4
S -R-E-NG-TH C-Pm� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
483,
CIL M. H. NO. 7 1
9+95.00 =9+95.00 ST. STA.
10+00-00 THORNBERRY WAY CIL INT.
=14+89.00 SAGEGROVE LANE CIL 10+06.00
X-ING 24" SD
BOT 4" SWR LAT.=1639.66 TOP SD=1638.66
r1r)
0
�_l
00
GRAPHIC SCALE
40 0 20 40 80
a;
1 40'
En
70 06
00
OP 1?4, 70*A 73 60
'00 76S
0,9
I 70. 7.70
6
Q�'lfi9
0,0
;c_
c
/VO
-0
Ivo 70 490 p
9 &o;, 30 '3
0
77 'if 4/
- 9 - /vo 30 9 ISi?41 4
k.
0 2 12-�Loo C%q CIN
1.2,400
29 2. 1 )f�,6 rn
r 28
> 56.4 P. E.
ch
11, BASIS OF BEARINGS- LEGAL DESCRIPTION:
cl BEARINGS ARE BASED ON THE WESTERLY LINE OF
CD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC11ON 14, AND A PORTI
N THE NORTHEAST QUARTER OF SEC11ON 23, TOWNSHIP
co
T_ OF THE NORTHEAST 1/4 OF SEC11ON 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST,
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. LL
Fil ED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY,
(n BEING NORTH W30'2,C WEST.
BENCH MARK: REV. RE\ASION D
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
C
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSEC11ON OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ------------- .............. AAh%%%%%%%%%%%%%VV~
cq FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
co
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE YS BEFORE
YOU DIG OU BIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD co cq MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE
LO 1-800-227-2600
6 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT /zff c
13+51.47 EC
=13+54.45 EC ST. STA.
69 62.4 P.E.
PROP. RIW
ROP C&G
1
13+00
__ __ -� STREE 13tOO
p. RIW
PRO
LA
m
27
62.3 P_E_
CIL M. H. NO. 9
14+57.85 BC
=14+60.83 BC ST STA.
LL11
-70 613.4 P Typ. 5
14100 N34_-4-9'39
Ww--.00�5771447+0�0 Pp,p,P
2.6
Ln m 3 P 6
OF
C,
OWNER/DEVELOPER
LEN./DIST.
TANGENT
m 24
71 72
rn
Centex Homes
w
V)
41943 m
1265 Corona Pointe Court
p 7 7.3 P. E.
/31
Corona, CA 92879
Ph. (961) 279-3000
Fax: (951) 279-2100
00.9 P.E.
72.7 (9�)
10
*SCRIPTI
YES
DATE
I ENGR.
I CITY
DATE
uAlmir-mral,
15+39.90 EC
=15+41.80 EC ST STA.
CIL M. H. NO. 1 1
19+82.27
=19+84.17 ST. STA.
16, 04 17+00 9"w +00 13 15+00 N22*27'1 I A- 17 00 5+00 L
Ln m E3
N2227'19"W
Typ.
RADIUS
LEN./DIST.
TANGENT
m 24
71 72
LU 73
En
w 74
En
w
V)
75 76
V)
77 Uj
V)
p 7 7.3 P. E.
82.4 P. E.
8 7.5 P. E.
92.5 P. E. 9 7.5 P. E.
00.9 P.E.
72.7 (9�)
10
YES
22
16+97.50
16, 04 17+00 9"w +00 13 15+00 N22*27'1 I A- 17 00 5+00 L
Ln m E3
N2227'19"W
8
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fav (714) 630-1916
CURVE/LINE DATA
(D
Typ.
RADIUS
LEN./DIST.
TANGENT
m 24
23
22
21
20
79.3 P. E
LU
U) 84.6 P. E.
89.9 P. E.
95.2 P. E.
LU
00.8 P.E.
YES
21
17+76.50
-7 --f 76, 9c)
8
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fav (714) 630-1916
CURVE/LINE DATA
(D
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
'AS BUILT STA."
34-08'38 .1.1
370. 00'
220.49'
113.63'
NO
12'12'29"
380. 00'
82.05'
41.19 1
SHOULD CONSTRUCTION OF THE 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.
SEAL-ENGINEER
?,Cj F E S S10
U- L,
NO. C041983 EXP. 3/31/06 c
"--OF
CIL M. H. NO. 1 0
17+59.00 =17+60.90 STSTA.
CONSTRUCTION NOTES
SW qhW T 7
-LAAE
19
02.4 P. E.
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
BEDDING PER DETAIL ON SHEET 1.
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 1 1 2.
CONSTRUCT 4" SEWER LATERAL AND HOUSE CLE4NOUT PER
CITY OF FONTANA STD. NO.125 AND NO.125B, IN LANDSCAPE ARE4S.
INSTALL BACKWATER DEVICE.
AEI.I�CASC E r* -,-,J Ci I NJ E E R 1 r" --J (::7j-
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 Os
COLTON, CA 92324 DESIGNED BY- PH. (909) 783-0101 FAX (909) 783-0108 Os
PREPARED BY. RIS INS R. C. E. NO. 41983 �_l -
EXP. CHECKe)- �
DATE.- 2 - 1p - OS SBC/JGS
18
03.5 P. E.
17
05.2 P. E.
19+88.50 THORNBERRY WAY CIL INT.
=15+81.40 WESTFORK LANE CIL
CITY OF FONTANA, CALIFOR COYOTE CANYON TRACT 16290-2
SEWER IMPROVEMENT PLANS SCALE:
THORNI3 RY WAY AS SHOWN ABOVE
DATE:
FRO AGE OVE E TO WESTFORK LANE OCTOBER, 2005
AMD
Pr-fx DRAWING NO.: 9
cl ENGINEER R. C. E. 511 5 2 DATE: 3856 12
SEWER LATERALS LOCATION (BY STATION)
LOT NO.
DESIGN STA.
'AS BUILT STA."
BACKWATER
VALVE
19
19+42.00
-9 y- 4 -Z - 00'\
NO
20
18+57.50
0 f,5 7. 60
YES
21
17+76.50
-7 --f 76, 9c)
YES
22
16+97.50
A-_ -,, 9 7 56
NO
23
16+14.50
Ir,
-
I YES
24
15+29.48
YES
25
14+34.50
NO
26
13+51.47
13 47
YES
27
12+77.49
1Z 77-,J�
YES
28
12+13.88
YES
29
11+72.72
YES
30
10+91.95
31
10+40.97
/0 -�40-_9 7
NO
32
10+16.21
7c la Z/
NO
68
.11+83.51
YES
69
12+63.39
Ce.3� -3q
YES
70
13+61.46
YES
71
14+45.96
NO
72
15+12.32
1.2.;3z
YES
73
15+83.37
� z4_3 7
YES
74
16+60.78
6 o. -78
YES
75
17+38.28
17 -t8-2�8
NO
- -
76
18+15.78
15 -f /-!;, 78
YES
77
19+32.24
/ 9 -/ ?7.7-4 1
-
YES
CITY OF FONTANA, CALIFOR COYOTE CANYON TRACT 16290-2
SEWER IMPROVEMENT PLANS SCALE:
THORNI3 RY WAY AS SHOWN ABOVE
DATE:
FRO AGE OVE E TO WESTFORK LANE OCTOBER, 2005
AMD
Pr-fx DRAWING NO.: 9
cl ENGINEER R. C. E. 511 5 2 DATE: 3856 12