HomeMy WebLinkAbout3040-5RC—LD 20 HD2A\AJ I kU65
W No.31et1
Exp.tz 3r
N
-51 o ?-to`'f
RODS
CL INT
EVF� T
% SfF SyFF �R/VF 0+00.00 ARLINGTON WAY
1 0 / T 4 =12+42.80 ROOSEVELT DRIVE
12
8
9 10
8
Q
/
R00 i
52
SfF �T o
SyfFT R/VF �
4 m
�o
oX
�i
CONSTRUCTION NOTES
13
R/W-
\ CURB do GUTTER —
14 15 16 17 181911++
�
5' PUE (TYP)
----- ----- �- s -- 8
20
3
W 3 \
3 3 3 \
1cl A\
3 3 °p 3 3 789'4216• 3 3 3
-- -----------
dt
5' PUE (TYP) 8 8 CURB GUTTER g 8 \
R/VH \ 3T /
51 + �� I o� 3
+W 50 +� 49 48 47 46 45 i LO
zi
WCDPANDREWS LANE
C1 '
± SEE SHEET 2
+ n
n N
c% 2
1 INSTALL 8• EXTRA STRENGTH VCP SEWER
20-- CONSTRUCT 480 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
8 BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
0 al V1 myffmim
REV. REVISION DESCRIPTION DATE OM. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1212D D2AW/DUCE /J vA&5•4 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.
HUR G <
Q �0 m
z
cr-
= No. 31681 Z
* Exp. 12/31/04
\F CAL�F�/
CL INT
15+38.09 ARLINGTON WAY
=12+58.00 ANDREWS LANE
21
0%
CURVE TABLE
CURVE ANGLE FINGTH I RADIUS TANGENT
A 1 19'24'53• 1 94.88' 1 280.00' 1 47.90'
ERE:? Hreman Inc1:1 17 .
A Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
y/u/o2
HAROLD A. GARCELON R.C.E. 31681 DATE:
LEGEND
SEW
LATE
CATION QN
STATION)
LOT NO.
DESIGN
STA.
"AS BUILT" STA.
REMARKS
11
10+64.16
L
lb Cao L
ARLINGTON WAY
12
11+63.39
L
I I + Cp I L.
ARLINGTON WAY
13
11+93.39
L
It +80t L
ARLINGTON WAY
14
12+69.23
�N
1-2- +GO L
ARLINGTON WAY
15
13+03.3
L
13 +0(!> (_
ARLINGTON WAY
16
13+79.2
L
I -J -E Co L
ARLINGTON WAY
17
14+13.39
L
14- + 13 L
ARLINGTON WAY
18
15+01.39
L
15 -i" 01 L
ARLINGTON WAY
19
15+25.56
15 + 2(, L
ARLINGTON WAY
20
15+34.7
' L
1 15, --I- ?7 L-
ARLINGTON WAY
45
14+85fl
R
( SCP
ARLINGTON WAY
46
14+0 23
R
1++C)
ARLINGTON WAY
47
13+74'23
R
I "1.4- R-
ARLINGTON WAY
48
12+84. 3
R
1'Z -i- J32 h---
N ARLINGTON WAY
49
12+54.
R
I Z + gQ. R-
JARLINGTON WAY
50
11+67.
R
[ I (off Q
ARLINGTON WAY
51
11+3V
R
j L, + 3 Z ¢
ARLINGTON WAY
52
10+5116
R
IC) + 15, P--
ARLINGTON WAY
RC—LD 20 HD2A\AJ I kU65
W No.31et1
Exp.tz 3r
N
-51 o ?-to`'f
RODS
CL INT
EVF� T
% SfF SyFF �R/VF 0+00.00 ARLINGTON WAY
1 0 / T 4 =12+42.80 ROOSEVELT DRIVE
12
8
9 10
8
Q
/
R00 i
52
SfF �T o
SyfFT R/VF �
4 m
�o
oX
�i
CONSTRUCTION NOTES
13
R/W-
\ CURB do GUTTER —
14 15 16 17 181911++
�
5' PUE (TYP)
----- ----- �- s -- 8
20
3
W 3 \
3 3 3 \
1cl A\
3 3 °p 3 3 789'4216• 3 3 3
-- -----------
dt
5' PUE (TYP) 8 8 CURB GUTTER g 8 \
R/VH \ 3T /
51 + �� I o� 3
+W 50 +� 49 48 47 46 45 i LO
zi
WCDPANDREWS LANE
C1 '
± SEE SHEET 2
+ n
n N
c% 2
1 INSTALL 8• EXTRA STRENGTH VCP SEWER
20-- CONSTRUCT 480 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
33 INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
8 BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
0 al V1 myffmim
REV. REVISION DESCRIPTION DATE OM. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1212D D2AW/DUCE /J vA&5•4 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.
HUR G <
Q �0 m
z
cr-
= No. 31681 Z
* Exp. 12/31/04
\F CAL�F�/
CL INT
15+38.09 ARLINGTON WAY
=12+58.00 ANDREWS LANE
21
0%
CURVE TABLE
CURVE ANGLE FINGTH I RADIUS TANGENT
A 1 19'24'53• 1 94.88' 1 280.00' 1 47.90'
ERE:? Hreman Inc1:1 17 .
A Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
y/u/o2
HAROLD A. GARCELON R.C.E. 31681 DATE:
LEGEND
BC
BEGIN CURVE
EC
END CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
SD
STORM DRAIN LINE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
1 1
1
40 0 40 80
1 "= 40'
scale feet
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
RAYM BY: SEVAM PLN & PROFILE
REF
ESIGNED BY: APd-MTON WAY
REF TMQT7N0.15UI
HECKED BY
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ALL
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1 4040'
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1
00
TE:
11-26-01
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