HomeMy WebLinkAbout3534-20
0
K
12+00
11+00
10+00
PLAN 1'= 40' 116+00
15+00
14+00
13+00
12+00
11+00
10+00
EAGLEMONT DRIVE SCALE IN FEET �c-AG�&VON
0 40 80 120 160 LAKE PA DDEN LANEr oRiV
24 SEE SH T. 4
s' SEE SHT, 3 E
3 � 5' ,
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29
SEWER LATERAL TABLE/ TR. NO. 16540
LOT #
DATA TABLE
LENGTH
RADIUS BEAR/NG OR DELTA TANGENT
33.93'
600.00' 3'14'23" 16.97'
14.59'
N12 46'07"W RAD
28.67'
N8256'04 "W
5.37'
N8 23'16 "E
8.11 '
N807725 "W
12.52'
N09 4235"E RAD
SEWER LATERAL TABLE/ TR. NO. 16540
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
22
10+49
J3
NO
23
11+2J
LOT #
NO
24
11+49
14
NO
25
11+54
9
NO
26
11+77
15
NO
27
11+9j
10
NO
28
11+90
16
NO
29
11+74
11
NO
30
l J+34
17
NO
31
11+13
12
NO
32
10+44
18
NO
(_PROP
R/W
4 �4
i
30 31
µ
-y s
CN
o
RECORD 4 4 32'
T142SE REDOnD DRAWINGS HAVE BEEN PREPARED, IN 20
FART, ON THE EASIS OF INFORMATION COMPILED AND
i
� FtlRF!►eqED BY OTHERS. THE ENGINEER WILL NOT BE �
RESPONV3LE FOR ANY EFL9098 OR OMISSIONS WHICH
32 5 HAVE BEEN t4�'CORPORATED t/9T0 THE DOCUMENTS AS 2
_- ARrism 'fF REOi: r' 21
i 1►
SEWER LATERAL TABLE/ TR. NO. 16540-2
SEDONA LANE
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
0- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
3a- INSTALL 8" D.I.P. SEWER
4� INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
5� REMOVE EXIST/NG 8" VCP PLUG AND JOIN EX/ST. PIPE
CONSTRUCT LATERAL WITH FLAT WYE
0
AAAAAAMWAAAAAAMW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LOT #
DESIGN STA.
AS -BUIL T STA.
BACKFLOW
JL WLK LA / LKAL 1ALfLLI / K. NU. 10,-)4U-1
TOP OF WATER
J3
13+94
LATERAL INV.
NO
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
14
14+73
PIPE O.D. ELEV.
NO
9
12+15
16
NO
15
14+94
1536.95
NO
10
12+68
1535.89
NO
16
15+71
1535.30
NO
11
12+95
1536.95
NO
17
15+92
NO
12
13+73
��� �NoMAS Fti
NO
18
16+07
NO
J3
13+97
DRAWN BY
RK
NO
19
16+16
Expi 9-30-05
NO
14
13+76
DESIGNED BK---
NO
20
16+12
pate ; Z -((•o
NO
15
12+98
SEPT.2003
NO
21
15+86
DRAWING NO.
NO
16
12+65
NO
22
15+81
RCE 62183 EXP, 9-30-05
NO
17
11+95
RM
NO
23
14+97
NO
18
11+66
NO
24
1 14+76
1
NO
1 19
1 11+16
NO
REV. I REVISION DESCR/P7I01V
REC. PWO.
f�� a�A®�
Ll
m
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.
PIPE DATA, ELEVATIONS AT CROSS/NGS
;3y=
LOT NO.
SEWER MAIN
BTM. OF LATERAL
TOP OF LATERAL
BTM. OF WATER
TOP OF WATER
BTM. OF S.D.
TOP OF S.D.
LATERAL INV.
LAT.
PIPE O.D. ELEV
INV. ELEV.
PIPE O.D. ELEV.
PIPE O.D. ELEV.
PIPE O.D. ELEV.
PIPE O.D. ELEV.
PIPE O.D. ELEV.
PIPE O.D. ELEV.
ELEV. 0 PL
GRADE
16
1535.10
1535:58
1535.95
1536.95
1537.70
l538.3l
1540.73
1535.89
S=0.020
17
1534.82
1535.30
1535.67
1536.70
1537.45
1536.95
1539.37
1535.85
S=0.020
CL SiL W. 51. U U S. U. LZ WA 1. t'L/KW
TOP S. D. TOP. WA
PIPE O.D. E PIPE O.D. ELEV
BOT S D
JA826-1183\sewer\SEW02.dwg, 02/10/2004 02:58:42 PM, MCA
SEW. MAIN
INV.ELEV
42" BOT WAT /NV.LAT.
PIPE O.D. ELEV MIN. PIPE O.D. ELEV 4„ SEW. LAT ®PL.
TOP LAT.
- S=0.0200
BENCH MARK No. 615
BASIS OF BEARINGS:
PIPE O.D. ELEV
RAILROAD SP/KE AT INTERSECTION
THE BEAR/NG OF N00'16'44"W ALONG
THE CENTERLINE OF CITRUS AVENUE, AS
CONC.ENCASEMENT
BOT. LAT. 11 1 SEE DET. ON SHT.1
OF CITRUS AVE. AND LOS CECROS
SHOWN ON MAP OF TR. 15908, FILED
PIPE O.D. ELEV.
AVE., IN POWER POLE N0. 9011E
ON THE EAST SIDE OF CITRUS AVE:
IN BOOK 271, PAGES 34 THROUGH 39,
LOTS 16 AND 17 HOUSE LATERAL DETAIL
INCLUSIVE, OF MAPS, RECORDS OF SAN
SCALE HOR. l--10', VERT 1 =5
ELEVAT/ON.1467.59
BERNARDS COUNTY, WAS USED AS
/
/�THE
BAS/S OF BEARINGS FOR TH/S MAP.
SIER1,12.1,61A/���SPECIFIC
L /� /y
A
Prep Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
P N
s
PREPARED IN THE OFFICE OF
SEWER IMPROVEMENT PLANS
��� �NoMAS Fti
AJADOLE AND ASSOCIATES, INC.
ww ¢ No, 62183 1
10601 CHURCH STREET, STE. 107
DRAWN BY
RK
p
TRACT 16540, - Q! -2
SCALE.-
AS SHOWN
Expi 9-30-05
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
SEDO A LANE 4rAK ADDEN LANE
DESIGNED BK---
DATE.•
9TFpICA 10��
pate ; Z -((•o
MCA
SEPT.2003
CHECKED BY
APPR D �Y
DRAWING NO.
Zt /
zp" 2 `�
3534
2
6
RCE 62183 EXP, 9-30-05
C ENGINEER R. C. E. 51152 D TF
RM
JA826-1183\sewer\SEW02.dwg, 02/10/2004 02:58:42 PM, MCA