HomeMy WebLinkAbout4175-2n.
13mP91I111111109
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10+00 11+00
CYPRESS AVENUE
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N - FF=95.80711 1
�p PAD=95.30
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4 I
-
(�19+J0,
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22L I i6'
GCL U)iFF=94.00
PAD=93.50
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P88.91 '
00 cc
SEWER STAnONING LO
9+95.00 ONTGOMERY CT. _ I _ 11 +oG
5 18+10.18 CYPRESS AVENUE NP 3
EXIST SMH #25 18+0
PER SEWER DWG NO. 1176 4
89.00
5' J
1
N
93.00
1 1 '
TDP=92.50
- - �-7-
O
105.04'
Alm.
O
ttj ! FF=94.40
PAD -93.90
�J
II °0 II
iUjCQ2
CE -
JG . C. P. _4 0 ST U T .2231001 L. A STRENGTH V. .P
12+00 13+00 14+00 15+00
j FF=96.00
------------------- - - O r- -- - PAD= 95.50
O O .0 C FF=95.70 tp
P - FF -95.40 j - Q
PAD=95.20
FF=94.80 -5PAD-94.90
PAD=94.30 A=94.60
^ Il�____._--r-
I] 1C 6
J J'-------- -- -
'
L
PROPOSE R/W
rn
' 63.00' 63. 0' 63. 0' 1920.' 8.38
4 12+00
LOT
13 00 N89'38' 15 "E
_ 14+00
I _<�_ ) I ;n 1
0 'Ca
10+92.00 L
3 TYP
A
17+ I - ------ .-_- ;---------------------- ^�
-Lo
I
to ____ = 2 coo
FF -90.60
_.--.. PAD=90.10
4 3 -J-'
16+45.17 CYPRESS AVENUE I ii _ 105.10'
SO. TRACT BOUNDARY I
63.40' 63.190' 63.
MO T OMERY COUI
V
FF -94.40
PAD -93.90 00
----------------------------
17
FF=94.80
PAD=94.30 (3
+v
LOT
REVISION A PREPARED
AS BUILT
STATION
16 �2
el 5ITETE C H INL.
10+92.00 L
0
FF=95.00
,a
PAD=94.50
NO C H ANNE
-I
II - I4-09 �'-
18
I)ERNHARD K. M A YE R
DATE _ fi
NO
R.C.E. 36 g66
i
NO LHANAlf
EXP. 6-30-12
r
12+29.00 L
NO CHAN&f
NO
17
12+38.00 R
No C H A R 41
NO
16
12+89.00 L
NO G H A N6x E
63.40' 63.190' 63.
MO T OMERY COUI
V
FF -94.40
PAD -93.90 00
----------------------------
17
FF=94.80
PAD=94.30 (3
+v
LOT
DESIGN
STATION
AS BUILT
STATION
16 �2
2
10+92.00 L
0
FF=95.00
O
PAD=94.50
NO C H ANNE
16+00
9
h \
FF=96.30'
<� PAD=95.80 \
� W -A
- I
�.
o�Z704
63.00'19.20 28.38 ,
PROPOSED15
FF=95.40 O 14
PAD=94.90 0=85.80 01 1
13
- -� PAD=95.30 1 ;
.. N FF-_ 96.00
., PAD=95.50
63.00' 63.00' L _ 63.00' _ 63.00' +
O REV. REVISION DESCRIPTION
Q
9r-
TOLL FREEfor 1-800-227-2600 R E CO RD DRA W I N G
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
FF -96.30
PAD -95.80
110.00'
NST �SMH 00
__ #2 2
FF=96.30
I PAD=95.80 I
FF=96.30
�\ PAD=95.80
s`
12
10
SCALE: 1 "=40'
0 20' 40' 80' 120' 160'
GRAPHIC SCALE IN FEET
BM # 356
CO. N &FIN POLE # 801781E NE COR.
OLEANDER &BASELINE
EL= 1405.86
'WYE' LOCATIONS
MONTGOMERY COURT
LOT
DESIGN
STATION
AS BUILT
STATION
BACKFLOW
DEVICE
2
10+92.00 L
NO CHAN6E
NO
19
10+96.00 R
NO C H ANNE
NO
18
11+65.00 L
NO CH A N(rf
NO
3
11+77.00 R
NO LHANAlf
NO
4
12+29.00 L
NO CHAN&f
NO
17
12+38.00 R
No C H A R 41
NO
16
12+89.00 L
NO G H A N6x E
NO
5
13+04.00 R
NO G H ANbE
NO
15
13+58.00 L
NO C HAN6,E
NO
6
13+69.00 R
No C H ANG E
NO
7
14+12.00 L
IVO CHAN(nf
NO
14
14+26.00 R
NO C H A1V4 E
NO
13
14+68.00 R
IVO G H &16i E
NO
8
14+89.00 L
NO CH A NJ6,f
NO
9
15+05.00 L
NO C - H A N& O
NO
12
15+09.00 R
No 6 H A Ntj B
NO
10
15+13.00 L
* C HA 1444 E
NO
11
15+17.00 R
JW GHA06rr
NO
PROFILE SCALE
HORIZ: 1 " = 40'
VERT: 1 " = 4'
_ 63.00'_ _ _ 110.944_ _ _ 95.10' DETAIL A a5 - BREAK INTO EXISTING S.M.H. AND RE -CHANNEL FLOOR PER
-•� NOT TO SCALE
DETAIL "A" HEREON AND CITY STD DETAIL 114, CASE 11
DATE ENGR. CITY DATE 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
120/0 lqfqtq AND STANDARDS IN EFFECT.
Prepared Under The Supervision of.
Q�OFESS/p/yq` Lane & Associates
Pr1C E q �
F 2c CIVIL ENGINEERS - SURVEYORS
m Z 274 W. 9th Street
NO. 24838 m Upland, CA 91786
Exp. 12/31/07 (909) 981-1800 - (909) 981-8626 FAX
CIVIL 8/07
TF OF CA1-�FO� Terrance A.I ne Date
RCE 24838 Expires 12131107
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY. SCALE.
RL TRACT NO. 16494 1 "=40'
DESIGNED BY: AVENUE N ONTGOMERY COURT DATE.
TL
CHECKED BY: APPRO D BY. DRAWING NO.: 2
*w/Awr TL 2 • •� 4175
CITY ENGINEER R.C.E. 51152 DATE 2
0
'WYE' LOCATIONS
CYPRESS AVENUE
LOT
DESIGN
AS BUILT
BACKFLOW
STATION
STATION
DEVICE
EXISTING 8" V.C.P.
20
1 16+75.00R
No CHANGE
NO
1 19+42.00R No LHAu4E YES
(1383.25)
BREAK INTO S.M.H. AND SEAL
IN
WITH CONCRETE COLLAR
CONSTRUCTION NOTES
FL = 1383.35
EXISTING S.M.H.
---*--PROPOSED 8" V.C.P. SEWER
(D -CONSTRUCT
8" EXTRA STRENGTH VCP SEWER
CONSTRUCT SEWER MANHOLE PER CITY STD DETAIL 112
(1383.05)
W/ FRAME & COVER PER CITY STD DETAIL 109
REMOVE S.M.H. FLOOR AND
OUT „
RE -CHANNEL AS SHOWN 5
CONSTRUCT 4" SEWER LATERAL WITH PLUG PER CITY STD DETAIL 125
EXISTING 8" V.C.P. --",AII
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, TRENCH REPAIR PER
CITY STD DETAIL 1031
_ 63.00'_ _ _ 110.944_ _ _ 95.10' DETAIL A a5 - BREAK INTO EXISTING S.M.H. AND RE -CHANNEL FLOOR PER
-•� NOT TO SCALE
DETAIL "A" HEREON AND CITY STD DETAIL 114, CASE 11
DATE ENGR. CITY DATE 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
120/0 lqfqtq AND STANDARDS IN EFFECT.
Prepared Under The Supervision of.
Q�OFESS/p/yq` Lane & Associates
Pr1C E q �
F 2c CIVIL ENGINEERS - SURVEYORS
m Z 274 W. 9th Street
NO. 24838 m Upland, CA 91786
Exp. 12/31/07 (909) 981-1800 - (909) 981-8626 FAX
CIVIL 8/07
TF OF CA1-�FO� Terrance A.I ne Date
RCE 24838 Expires 12131107
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY. SCALE.
RL TRACT NO. 16494 1 "=40'
DESIGNED BY: AVENUE N ONTGOMERY COURT DATE.
TL
CHECKED BY: APPRO D BY. DRAWING NO.: 2
*w/Awr TL 2 • •� 4175
CITY ENGINEER R.C.E. 51152 DATE 2
0