HomeMy WebLinkAbout3422-2**CONTRACTOR TO VERIFY LOCATION
DELTA/BEARING
1+00
-41
2+00
3+00
4+00
20.1 P.E.
AND ELEVATION OF EXIST. PIPE
15.90'
W
110356"
16.5 P.E.
72.62'
3�
3
PRIOR TO START OF CONSTRUCTION
3E *0
2
Ph: (909) 279-4000
BOUNDARY
BASE AND MERIDIAN, IN SAID
Fax: (909) 273-2100
3 m
COUNTY.
W
6
6
6
6
6
6
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
^
3
3
3
3
3
*5
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0U
Q
CL ,� x
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
�^
8+05.11
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL
TWO WORKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE
DAYS BEFORE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG
YOU DIG
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE
1-800-227-2600
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY LMXWfdMD SERVICE ALERT
34.6 P. E.
3i
w
Q
1628.86
oU
+ ���K
6+19.83
1618.50
(nnt
�M
Go
1 6+08.27
1626.59
1616.13 37+24.94
*9
5+38.91
1615.28
1617.62
1615.53
1618.12 1
5+27.35
45 u)
46
47
48
49
+
1610.53
1614.14
14.1 P.E.
15.6 P.E.
17.5 P.E.
19.5 P.E.
21.3 P.E.
1609.29
1610.66
1 1609.62
1612.47
3+31.25
1617.63
1606.37 34+47.94
*42
2+59.31 1
3 �F
1609.86
1608.44
1610.32
2+47.75
PROP
ED R/W
*43** 1
O 13.4 P.E.
1606.17
1608.64
1607.83
1609.11
2+04.33
1614.31
1604.58 33+21.13
i
EASEMENT
25' DRAINAGE -\,,
1
8" W
2+00 C ^ L �L
'17"' F 00 _C4
to "�
S�
5 0+21.08
8" DIP SEWER 1<\
8" END PLUG `Q �` • �0
® S = 0.0040 �}
INV. - 1602.75
25' EASEMENT
FOR SS ACCESS
/ F CONTA A77ON
I TRT 16326,
J/ NE.
DIA j 4V0. 3248
SCE EASEMENT
Tw
00) LONaTUD�,AL CURVE DATA
3' CLR )YP -
i
'i 4• PIPE
4' TIE BAR
24' O.C. ' I-
CONC. ENCASEMENT
DELTA/BEARING
42
-41
TANGENT
I
18.3 P.E.
20.1 P.E.
43
15.90'
B
110356"
16.5 P.E.
72.62'
3�
3
-TRACT
3E *0
WEST OF THE SAN BERNARDINO
Ph: (909) 279-4000
BOUNDARY
BASE AND MERIDIAN, IN SAID
Fax: (909) 273-2100
3 m
COUNTY.
3
3
3
1640.53
6
6
6
Tw
00) LONaTUD�,AL CURVE DATA
3' CLR )YP -
i
'i 4• PIPE
4' TIE BAR
24' O.C. ' I-
CONC. ENCASEMENT
SCALE. 1'=2'
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
04 52'04"
374.00'
31.78'
15.90'
B
110356"
1 376.00' 1
72.62'
1 36.42'
SCALE. 1'=2'
15+00
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
OWNER/DEVELOPER
THE NORTH LINE OF THE SOUTHEAST 1/4 OF
BEING A SUBDIVISION OF A PORTION
� W
a
SECTION 23 TAN R.6W S.B.M. SHOWN AS
OF THE EAST 1/2 OF THE
CENTEX HOMES
N89059'18"W PER AMENDING TRACT MAP NO.,
SOUTHEAST 1/4 OF SECTION 23,
2280 Wardlow Circle, Ste 150
13750 M.B. 250/48-66
TOWNSHIP 1 NORTH, RANGE 6
Corona, CA 92880-2896
Q 51
WEST OF THE SAN BERNARDINO
Ph: (909) 279-4000
3
BASE AND MERIDIAN, IN SAID
Fax: (909) 273-2100
3 m
COUNTY.
1631.74
BENCH MARK:
�n
1640.53
` `"
3
m
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
3
O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
8+98.27
�
n
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
*5
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0U
(n r-
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
�^
8+05.11
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL
TWO WORKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE
DAYS BEFORE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG
YOU DIG
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE
1-800-227-2600
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY LMXWfdMD SERVICE ALERT
R/W
15+00
7+00
~ W
W Z
8+00
21.6 P.E.
3
� W
a
►� �.
J ^
= o i
�
ST. STA. &
TC ELEV
11+01.05 1645.85
INV. & STA. O
STORM DRAIN
1631.51 42+18.25
W
.�
+ Q i
+01
29.6 P.E.
3 0
50
Q 51
23.2 P. E
m ' to 25.9 P.E.
3
co n
R/W
6+00
7+00
9
8+00
21.6 P.E.
9+00
5
6 Q
SEWER LATERAL STORM DRAIN INV. O 5'
BTM O.D. ELEV. TOP O.D. ELEV. BELOW PL
1638.34 1634.76 1640.69
ST. STA. &
TC ELEV
11+01.05 1645.85
INV. & STA. O
STORM DRAIN
1631.51 42+18.25
6
6
29.6 P.E.
3 0
6
3
QO
3
3
+ 2=
o PEREGRINE WAY
3 m
J
3
1631.74
►;
meq^.
�n
1640.53
` `"
3
m
'o+
3
3
1633.29
8+98.27
�
n
m � W * V
*5
J1; QO
0U
(n r-
6
�^
8+05.11
2
52
*6
3 y
1624.23
54
55
1627.32
56
163248
28.9 P.E. j
*7
3 1. 8 P.E. a
1620.71
34.6 P. E.
37.6 P.E.
1623.70
40.6 P.E.
R/W
"GRADE BREAK IF REQUIRED
** REQURES CONCRETE ENCASEMENT LESS THAN 1 FOOT CLEARANCE
REV. I REVISION DESCRIPTION
RECORD DRAWING
DATE I ENGR. I CITY I DATE
K G.
32.5 P.E.
Q �
NO
V
3
6
T F? 1��2�,1
HAWK STREET
CONSTRUCTION NOTES
(D CONSTRUCT 8- EXTRA STRENGTH VCP SEWER UNE,
BEDDING PER DETAIL ON SHEET 1.
O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112.
O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEAN-OUT PER
CITY OF FONTANA STD. NO.125 AND NO.1256.
O CONSTRUCT 8" DIP SEWER LINE
O REMOVE TEMPORARY END PLUG
O6 PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION
IS LOWER THAN UPPER MANHOLE RIM ELEVATION.
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.
35.4 P.E. \
J
3
Uj3
2
1 1
9
8
21.6 P.E.
BACKWATER
TER
5
LOT NO. DESIGN STA. INV O
SEWER MAIN
1 11+12.69 1636.92
SEWER LATERAL STORM DRAIN INV. O 5'
BTM O.D. ELEV. TOP O.D. ELEV. BELOW PL
1638.34 1634.76 1640.69
ST. STA. &
TC ELEV
11+01.05 1645.85
INV. & STA. O
STORM DRAIN
1631.51 42+18.25
m 1 20 20
26.6 P.E.
29.6 P.E.
Qwn
to
1638.34
QO
Q0-
J
W
+ 2=
o PEREGRINE WAY
J
3 M
J
3
1631.74
1635.37
SEE SHEET 3
1640.53
` `"
3
m
'o+
3
3
1633.29
8+98.27
1638.45
1627.48 40+14.94
*5
8+16.68
0U
n
6
6
8+05.11
2
1624.44,39+21.79
*6
7+63.83
"GRADE BREAK IF REQUIRED
** REQURES CONCRETE ENCASEMENT LESS THAN 1 FOOT CLEARANCE
REV. I REVISION DESCRIPTION
RECORD DRAWING
DATE I ENGR. I CITY I DATE
K G.
32.5 P.E.
Q �
NO
V
3
6
T F? 1��2�,1
HAWK STREET
CONSTRUCTION NOTES
(D CONSTRUCT 8- EXTRA STRENGTH VCP SEWER UNE,
BEDDING PER DETAIL ON SHEET 1.
O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112.
O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEAN-OUT PER
CITY OF FONTANA STD. NO.125 AND NO.1256.
O CONSTRUCT 8" DIP SEWER LINE
O REMOVE TEMPORARY END PLUG
O6 PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION
IS LOWER THAN UPPER MANHOLE RIM ELEVATION.
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.
35.4 P.E. \
J
3
Uj3
SEWER LATERALS LOCATION (BY STATION)
LOCATION (BY STATION) CONT.
SEWER
LATERALS CLEARANCE
"AS BUILT" STA.
BACKWATER
TER
5
LOT NO. DESIGN STA. INV O
SEWER MAIN
1 11+12.69 1636.92
SEWER LATERAL STORM DRAIN INV. O 5'
BTM O.D. ELEV. TOP O.D. ELEV. BELOW PL
1638.34 1634.76 1640.69
ST. STA. &
TC ELEV
11+01.05 1645.85
INV. & STA. O
STORM DRAIN
1631.51 42+18.25
2
10+33.79
1634.09
1635.61
1633.19
1638.34
10+21.67
1643.50
1629.94 41+38.52
3
9+60.68
1631.47
163292
1631.74
1635.37
9+49.11
1640.53
1628.49 40+65.79
*4
9+09.83
1629.64
1632.79
1630.73
1633.29
8+98.27
1638.45
1627.48 40+14.94
*5
8+16.68
1626.30
1628.98
1627.69
1629.48
8+05.11
1634.64
1624.44,39+21.79
*6
7+63.83
1624.23
1626.82
1625.46
1627.32
7+52.27
163248
1622.21 38+68.94
*7
6+75.33
1620.71
1623.20
1621.72
1623.70
6+63.77
1628.86
1618.47 37+80.44
*8
6+19.83
1618.50
1620.93
1619.38
1621.43
1 6+08.27
1626.59
1616.13 37+24.94
*9
5+38.91
1615.28
1617.62
1615.53
1618.12 1
5+27.35
1623.28
1612.28 36+44.03
40
4+07.48
1610.88
1612.31
1610.53
1614.14
3+95.91
1619.30
1607.28 35+12.58
*41
3+42.81 1
1609.29
1610.66
1 1609.62
1612.47
3+31.25
1617.63
1606.37 34+47.94
*42
2+59.31 1
1607.23
1609.86
1608.44
1610.32
2+47.75
1615.48
1605.19 33+64.44
*43** 1
2+16.00 1
1606.17
1608.64
1607.83
1609.11
2+04.33
1614.31
1604.58 33+21.13
"GRADE BREAK IF REQUIRED
** REQURES CONCRETE ENCASEMENT LESS THAN 1 FOOT CLEARANCE
REV. I REVISION DESCRIPTION
RECORD DRAWING
DATE I ENGR. I CITY I DATE
K G.
32.5 P.E.
Q �
NO
V
3
6
T F? 1��2�,1
HAWK STREET
CONSTRUCTION NOTES
(D CONSTRUCT 8- EXTRA STRENGTH VCP SEWER UNE,
BEDDING PER DETAIL ON SHEET 1.
O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112.
O3 CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEAN-OUT PER
CITY OF FONTANA STD. NO.125 AND NO.1256.
O CONSTRUCT 8" DIP SEWER LINE
O REMOVE TEMPORARY END PLUG
O6 PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION
IS LOWER THAN UPPER MANHOLE RIM ELEVATION.
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.
35.4 P.E. \
J
3
Uj3
SEAL-00NEER
h
3 ~
W �
57
43.6 P.E.
R/W
10+00
C/L 10+00
o a
O �d
W)
58 +
2
46.4 P.E.
SEWER LATERALS LOCATION (BY STATION)
LOCATION (BY STATION) CONT.
LOT NO.
DESIGN STA.
"AS BUILT" STA.
BACKWATER
TER
5
X
38.4 P.E.
NO
Q
0)
10+33.79
0
°p
J Q
N+
x00
3
9+60.68
141. 91
YES
3
0 Go
9+09.83
$ 4Y. 7 /
6
SEAL-00NEER
h
3 ~
W �
57
43.6 P.E.
R/W
10+00
C/L 10+00
o a
O �d
W)
58 +
2
46.4 P.E.
SEWER LATERALS LOCATION (BY STATION)
LOCATION (BY STATION) CONT.
LOT NO.
DESIGN STA.
"AS BUILT" STA.
BACKWATER
TER
1
11+1269
/1 #17.33
NO
NO
2
10+33.79
/o t 0.9/
J Q
NO
3
9+60.68
141. 91
YES
5 # 6k. 746
4
9+09.83
$ 4Y. 7 /
YES
YES
5
8+16.68
Yfo .9/
YES
3
6
7+63.83
7#39.19/
56
NO
7
6+75.33
f K.91
YES
yf32. 76
8
6+19.83
5415.11
YES
NO
9
5+38.91
5+3(0.7/
-
YES
40
4+07.48
N i/ , "
NO
41
3+4281
30S.87
YES
42
2+59.31
2 I YI.8
YES
43
2+16.00
1 *92-81
YES
44
0+73.91
NO
45
1+09.96
YES
46
1+55.91
I+Y7.7f
YES
47
2+44.66
2 1'/6 •
YES
48
2+99.91
1 2 40. 7Y
YES
SEAL-00NEER
h
3 ~
W �
57
43.6 P.E.
R/W
10+00
C/L 10+00
o a
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58 +
2
46.4 P.E.
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47.6 P.E 4 4 �2
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SW ST SD OF CAt
5' VARIES VARIES _ RW ' I
LO
N
I I *B7M OF I *GRADE BREAK E REQUIRED n
I ELEV rr
1/8 BEND ' S=.0200 MMI. ' ~
i
3
V)
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I
4' LATERAL C145' 5' to
* *IF CLEARANCE IS < 1, USE MIN. MIN. D
CONCRETE ENCASEMENT1-11
U)
SEE DETAIL HEREON SEWER LATERAL DETAIL
SCALE. 1'=10' a
�
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WC -14 No. 31681 g M
* Exp. 12/31/04
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SEWER LATERALS
LOCATION (BY STATION) CONT.
LOT NO.
41.34P.E.
44.3 P.E.
BACKWATER
PREVENTER
47.0 P.E.
`
\
NO
50
J`
J`U
NO
J Q
5+30.68
5 007.oy
YES
52
5+88.18
5 # 6k. 746
YES
53
6+59.93
6;5 fr.76
YES
54
3
3
N
3
6
6
2
56
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T ^�
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47.6 P.E 4 4 �2
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SW ST SD OF CAt
5' VARIES VARIES _ RW ' I
LO
N
I I *B7M OF I *GRADE BREAK E REQUIRED n
I ELEV rr
1/8 BEND ' S=.0200 MMI. ' ~
i
3
V)
� raP of so �
I
4' LATERAL C145' 5' to
* *IF CLEARANCE IS < 1, USE MIN. MIN. D
CONCRETE ENCASEMENT1-11
U)
SEE DETAIL HEREON SEWER LATERAL DETAIL
SCALE. 1'=10' a
�
el
yo° `�
WC -14 No. 31681 g M
* Exp. 12/31/04
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SEWER LATERALS
LOCATION (BY STATION) CONT.
LOT NO.
DESIGN STA.
"AS BUILT" STA.
BACKWATER
PREVENTER
49
3+97.16
3077.71/
NO
50
4+43.91
1/* 33. 7 y
NO
51
5+30.68
5 007.oy
YES
52
5+88.18
5 # 6k. 746
YES
53
6+59.93
6;5 fr.76
YES
54
7+3218
7#/7,7(,
NO
55
8+20.68
7 t>r!. 7b
YES
56
8+75.93
t60, 7&
YES
57
9+64.68
yf32. 76
YES
58
10+19.86
/o tio. 76
NO
59
11+00.68
/ / #o6, 75
NO
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5' VARIES VARIES _ RW ' I
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1/8 BEND ' S=.0200 MMI. ' ~
i
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I
4' LATERAL C145' 5' to
* *IF CLEARANCE IS < 1, USE MIN. MIN. D
CONCRETE ENCASEMENT1-11
U)
SEE DETAIL HEREON SEWER LATERAL DETAIL
SCALE. 1'=10' a
�
el
yo° `�
WC -14 No. 31681 g M
* Exp. 12/31/04
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01:' CAFE
& �Ebreum, Inc.R
17 Civil Engineering •Planning -Surveying -Public Works
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090
PREPARED UNDER THE SUPERVISION OF:
/ 40
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PROFILE SCALES
HORIZ.: 1"=40'
VERT.: 1 "=4'
DRAWN BY -
SR
DESIGNED BY
HFI
CHECKED BY:
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11+00
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a,
►-
1" = 40'
^ O
LO
r%i
W 2
to
3cm
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ROAD
COYOTE CANYON
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DATE:
a;
47.5 P.E.
m
•
PR BY
DRAWING NO.:2
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3422
4
} ell PLS
CITY ENGINEER R.C.E. 51152 DATE:
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CONCRETE ENCASEMENT1-11
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SEE DETAIL HEREON SEWER LATERAL DETAIL
SCALE. 1'=10' a
�
el
yo° `�
WC -14 No. 31681 g M
* Exp. 12/31/04
�l.IJE, C < ►N
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01:' CAFE
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17 Civil Engineering •Planning -Surveying -Public Works
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