HomeMy WebLinkAbout3848-80
62
Centex Homes
75.2 P. E.
V_
05�
Gomm
d
W,
,w0w I Aw
54
.ww" owsm
85.6 Pe E.
6 -4
�7� a 4
,
61
8 7.8 P< E.
75.4 P. E.
0 .00
99
41
X-ING 30" SD
BOT, SD, 1664.32
TOP SWR. 1662.57
�0
L0
0
cp
X-ING 24" SD
BOT. SD- 166765
TOP SWR. '1662-96,
5 9
76.8 P. E.
PROP. R/W
58 57 56
79.0 P. E. 61.2 PZ wo 83.4 P. E.
+
+
V_
PROP . 24" SO
PROP. 30" SO
-
LINE "C-3" PER DWG. NO. 3849
PER DWG. NO. 3849
13+136.12 RAVENWOOD 22 _T 0 _ IIS f
=15+28.99 SANDSTONE LANE CIL
STk 13+48.88
X-ING 8" WATER
BOT WTR. 1677.83
TOP SWR. = 1675.28
I
�i
38
89.0 P.E.
41.1 4 =+O 0 1 NOO-27'01ASE
14+00
Centex Homes
FOR DRAINAGE
V_
05�
cEE SHEET 16
d
W,
,w0w I Aw
54
53
85.6 Pe E.
6 -4
�7� a 4
,
9
1-
8 7.8 P< E.
90.1 P.E.
NO
99
41
Ph. (951) 279-3000
X - - / N S
2
4'2;0F
YES
32
20
12'
Fax: (951) 279-2100
89.0 P�E-
7+ 98.38
BOT. SWR. =1702 06
�8
REVISION DESCRIPTION
DATE
ENGR,
CITY
DATE
-PROP. RIW
45
19+45.07
13
NO
40
19+4&07NO
41
"5p
42
19+29.47
43
NO
C&ia"-
95.5 P. E. :z
,--PROP.
d-
+
00. 1 P.E.
(&
(LOU
, _j
04e 7 P. Ee
(Lnu
,,,-PROP.
YES
50
16+59.47
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
DIAL
51
15+86.47
12+00
NO
LO
X00°00 3a
13+00W
FT_
HEREON AND CARRIED FORTH IN A DILIGENT MANNEP4 THE CITY ENQNEER
.47YFS
TWO WORKING
54
13+61.61
l__._l_AA_�t___,________
55
13+40 13
MAY REOUIRE REVISIONS TO THE PLANS TO BPJNG THEM INTO
PROP. 8" WAfft-�,
56
12+09.47NO
PROP. R/W
58 57 56
79.0 P. E. 61.2 PZ wo 83.4 P. E.
+
+
V_
PROP . 24" SO
PROP. 30" SO
-
LINE "C-3" PER DWG. NO. 3849
PER DWG. NO. 3849
13+136.12 RAVENWOOD 22 _T 0 _ IIS f
=15+28.99 SANDSTONE LANE CIL
STk 13+48.88
X-ING 8" WATER
BOT WTR. 1677.83
TOP SWR. = 1675.28
I
�i
38
89.0 P.E.
41.1 4 =+O 0 1 NOO-27'01ASE
14+00
13+36,12 RAVENWOOD COURT CIL INT.
0 CROWNLINE
=15+29.99 SANDSTONE LANE CIL
13+36.12 RAVE 000 COURTIL INT
=15+30,99 SANDSTONE LANE CIL
Centex Homes
FOR DRAINAGE
(�kQ5 TYPW
05�
55
96.4 P. E. 3�
00.9 P. E.
54
53
85.6 Pe E.
COUNTY OF SAN BERNARDINO.
Corona, CA 92879
8 7.8 P< E.
90.1 P.E.
NO
41
Ph. (951) 279-3000
X - - / N S
Ph: (714) 630-1626
YES
13+36,12 RAVENWOOD COURT CIL INT.
0 CROWNLINE
=15+29.99 SANDSTONE LANE CIL
13+36.12 RAVE 000 COURTIL INT
=15+30,99 SANDSTONE LANE CIL
Q Q)
N' I BASIS OF BEARINGS: I LEGAL DESCRIPTIONS OWNER/DEVELOPER I 804L ENGINEER
16+00 17+00
'16+00 17,14-00
0' LETTERED LOT.
Centex Homes
FOR DRAINAGE
51
50
49
96.4 P. E. 3�
00.9 P. E.
Q,
7/_8 _A'_ -D
COUNTY OF SAN BERNARDINO.
Corona, CA 92879
14.5 P. E.
LOTI I lj)D
NO
41
Ph. (951) 279-3000
X - - / N S
Ph: (714) 630-1626
YES
17+21.,38YES
Fax: (951) 279-2100
Fax. (714) 630-1916
7+ 98.38
BOT. SWR. =1702 06
�8
REVISION DESCRIPTION
DATE
ENGR,
CITY
DATE
NO
45
19+45.07
TOP SD = 17 00
NO
40
19+4&07NO
41
42
19+29.47
43
NO
SHOULD CONMUCTION OF THE REOUIRED IMPROVEMENTS NOT
95.5 P. E. :z
,--PROP.
d-
+
00. 1 P.E.
(&
(LOU
, _j
04e 7 P. Ee
(Lnu
09.3 P E TYP.
Q Q)
N' I BASIS OF BEARINGS: I LEGAL DESCRIPTIONS OWNER/DEVELOPER I 804L ENGINEER
16+00 17+00
'16+00 17,14-00
0' LETTERED LOT.
Centex Homes
FOR DRAINAGE
51
50
49
96.4 P. E. 3�
00.9 P. E.
05.4 P. E.
COUNTY OF SAN BERNARDINO.
Corona, CA 92879
14.5 P. E.
LOTI I lj)D
NO
41
Ph. (951) 279-3000
1--� '-- PROP. RI6
Centex Homes
(5) TYP.
51
50
49
96.4 P. E. 3�
00.9 P. E.
05.4 P. E.
COUNTY OF SAN BERNARDINO.
Corona, CA 92879
15+59.90
Anaheim, CA 92806
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4
Centex Homes
38
ALBUS-KEEFE and ASSOC., INC.
OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1265 Corona Pointe Cowl
39
1011 N. Armando Street
COUNTY OF SAN BERNARDINO.
Corona, CA 92879
15+59.90
Anaheim, CA 92806
NO
41
Ph. (951) 279-3000
Ph: (714) 630-1626
YES
17+21.,38YES
Fax: (951) 279-2100
Fax. (714) 630-1916
7+ 98.38
REV.
REVISION DESCRIPTION
DATE
ENGR,
CITY
DATE
NO
45
19+45.07
NO
46
19+4&07NO
47
19+29.47
NO
SHOULD CONMUCTION OF THE REOUIRED IMPROVEMENTS NOT
48
18+09.47
YES
ANVAA&NMAAMMA~
17+98.37
YES
50
16+59.47
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
DIAL
51
15+86.47
NO
15 +09.47
SES
HEREON AND CARRIED FORTH IN A DILIGENT MANNEP4 THE CITY ENQNEER
.47YFS
TWO WORKING
54
13+61.61
YES
55
13+40 13
MAY REOUIRE REVISIONS TO THE PLANS TO BPJNG THEM INTO
BEFORE DAYS BEFORE
YOU DIG YOU DIG
56
12+09.47NO
57
11+93.47
CONFORMANCE WrTH CONDMONS AND STANDARDS IN EFFECT.
TOLL FREE 1-800-221-2600
58
16T5M3
59
10+43.43
7F,
937 SOUTI-I VIA LATA DRAWN BY.
SUITE 500 OS
COLTON, 0®A 92324
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY -
PREPARED B I
EXP. DATE.- ;r31
R. C. E. NO. 44 l983
CHECKED BY:
DAM / 0 6J
WM, S13C
45
15. 0 P. E.
CIL SEW. LAT. 03
CIL M. H. N0® 12
19+53.07
=19+53.30 ST. STA.
SEWER LATERALS LOCATION (BY STATION)
LOT NO, DESIGN STA. "AS BUILT STA." BACKWATER
38
- - - - - - - - - - -
13+88.88
YE,S
39
15+43.90
YES
40
15+59.90
NO
41
16+41.38
YES
17+21.,38YES
7+ 98.38
YES
44
19+26.47
NO
45
19+45.07
NO
46
19+4&07NO
47
19+29.47
NO
48
18+09.47
YES
49
17+98.37
YES
50
16+59.47
YES
51
15+86.47
NO
15 +09.47
SES
53-'--1'4+
.47YFS
54
13+61.61
YES
55
13+40 13
YES
56
12+09.47NO
57
11+93.47
YES
58
16T5M3
59
10+43.43
60
10+07 13
NO
R.C.E. 51152 't ' DAqE-'