HomeMy WebLinkAbout3816-7PROFILE SCALE
VERT: 1 in = 4 ft
H❑RZ: 1 in = 40 ft
OR a
15+00
GRAPHIC SCALE
40 0 20 40 80 120
SCALE 1" = 40'
nIir_�TA1AUD1�
PRT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1;
16+00 17+00
SAFFRON STREET
SEE SHEET 9
64'
12 20' 20' 12'
3 -
PE= 56.5 I I I II I I
U 22+25.95 SAFFRON S
MH. No 4
112.00'
O— 16+00 0
6 N
o
N
80.50'
J
PE= 54.9
2
PE= 55.6
Ill
18+00
1D
PE= 56.5
JI 1761 PROPOSED R/W -
5 14 112.00'
-- -- -- ---- --- ------------ --- _..
� � 00 — � � OF SITREET I 1
S Ln
N89'50'27"W
8" V.C.P. SEWER
80.50'
V
PROPOSED R/W
W
1.71 BAYLEAF LN.
4 =
22+20.95 SAFFRON ST.
r
z
CONSTRUCTION NOTES
PE= -57.2
3
16+61.71
--------------------------------------- PROPOSED
WATER
N
r:
V L
01
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE
R/W
7
NO
O2
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
w
�
Q
19+73.71
STANDARD DRAWING 112
Uj
(5
O
TRENCHING AND BEDDING PER CITY OF FONTANA
U)
II--
—INSTALL
STANDARD DRAWING 131 OR DETAILS ON SHEET 2
INSTALL4" SEWER LATERAL AND RESIDENTIAL CLEANOUT
w
Q
r
PER CITY OF FONTANA STANDARD DRAWING 125
�
Lo
O6
REMOVE TEMPORARY SEWER PLUG AND JOIN EXISTING
V_
Q
W
o
ui
GRAPHIC SCALE
40 0 20 40 80 120
SCALE 1" = 40'
nIir_�TA1AUD1�
PRT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1;
16+00 17+00
SAFFRON STREET
SEE SHEET 9
64'
12 20' 20' 12'
3 -
PE= 56.5 I I I II I I
U 22+25.95 SAFFRON S
MH. No 4
112.00'
O— 16+00 0
6 N
o
N
80.50'
J
PE= 54.9
2
PE= 55.6
Ill
18+00
1D
PE= 56.5
JI 1761 PROPOSED R/W -
5 14 112.00'
-- -- -- ---- --- ------------ --- _..
� � 00 — � � OF SITREET I 1
S Ln
N89'50'27"W
8" V.C.P. SEWER
A
T
8" WATER MAIN
—I -
-S
CURB LINE -
72.98'
19+00
J
PE=59.8
102.00'
VE
if
o
z
--->------- �rF
20+00
A
LEMON GRASS AVENUE
SEE SHEET 8
o 7I
1- -------------r ---
J
PE= 58.0
BAYLEAF LANE
a
PE= 58.7
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
4 REMOVE NEW MH IN BAYLEAF LN. a YEARS OF THE DATE OF APPROVAL SHOWN HEREON
REMOVE a RE -INSTALLED SEWER AND CARRIED FORTH IN A DILIGENT MANNER, THE
BETWEEN MH03 a MH 04 a REMOVED CITY ENGINEER MAY REQUIRE REVISIONS TO THE
CONS NOTES 5Q6.RECORD DRAWING X30 JLB3 09 PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REWSION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
5'
PE= -59.5
O�
19+80.71 BAYLEAF LANE _
9+02.27 LEMON GRASS AVE
q MH. No 5
VF -
7
+°'
0 PE=58.9
0,
=' 052114 m
c E
c� P
J O
o G
No. 23796 m
CD
Exp. 12-31-05 /
r� o/vIv
LEGEND
80.50'
V
PROPOSED R/W
1
1.71 BAYLEAF LN.
4 =
22+20.95 SAFFRON ST.
r
/f
PE= 56.5
PE= -57.2
A
T
8" WATER MAIN
—I -
-S
CURB LINE -
72.98'
19+00
J
PE=59.8
102.00'
VE
if
o
z
--->------- �rF
20+00
A
LEMON GRASS AVENUE
SEE SHEET 8
o 7I
1- -------------r ---
J
PE= 58.0
BAYLEAF LANE
a
PE= 58.7
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
4 REMOVE NEW MH IN BAYLEAF LN. a YEARS OF THE DATE OF APPROVAL SHOWN HEREON
REMOVE a RE -INSTALLED SEWER AND CARRIED FORTH IN A DILIGENT MANNER, THE
BETWEEN MH03 a MH 04 a REMOVED CITY ENGINEER MAY REQUIRE REVISIONS TO THE
CONS NOTES 5Q6.RECORD DRAWING X30 JLB3 09 PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REWSION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
5'
PE= -59.5
O�
19+80.71 BAYLEAF LANE _
9+02.27 LEMON GRASS AVE
q MH. No 5
VF -
7
+°'
0 PE=58.9
0,
=' 052114 m
c E
c� P
J O
o G
No. 23796 m
CD
Exp. 12-31-05 /
r� o/vIv
LEGEND
DESIGN
"AS BUILT"
1 LOT NUMBER
1
............ -------------- PROPOSED
WATER
MAIN
S PROPOSED
SEWER
MAIN
O MANHOLE
3
16+61.71
--------------------------------------- PROPOSED
WATER
LATERAL
PROPOSED
SEWER
LATERAL
- - PROPOSED
R/W
18 t 95
SEWER LATERAL TABLE
LOT No.
DESIGN
"AS BUILT"
BACKFLOW
1
15+15.50
15 4 16
NO
2
16+53.75
16 463
NO
3
16+61.71
16 +61
NO
4
18+15.00
13 4 15
NO
5
18+95.99
18 t 95
NO
6
19+63.42
19 +63
NO
7
19+73.71
19 473
NO
Prepared Under The Supervision Of :
Crouse/Beers & Associates, Inc.
Engineering * Surveying * Planning * Construction Management 1
2191 5th Street, Suite 200, Norco, Ca. 92860-1967 J
Ph. (951) 736-2040 Fax (951) 736-5292
v
OS
0 G S N. CR USE R.C.E. No. 23796 EXP. 12/31/05 DATE
[RECORD DRAWING_ �
CITY OF FONTANA, CALIFORNIA
TRACT No.16678-2,
DRAWN BY: SANITARY SEWER PLANS SCALE = 40'
PT/SS
DESIGNED BY: BAYLEAF STREET DATE:
PT STA 15+14.7/1//T/9 STA 19+80.71 APRIL, 2005
CHECKED BY: AP ROVED DRAWING NO.: 7
o
3816
DNC BHr ICARDO A VA R.. 51 152 DATE — 4