HomeMy WebLinkAbout3037-10CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 18'56'19- 89.25' 270.00' 45.03'
B 15'01'24- 70.80' 270.00' 35.60'
111+1NT CL INT
86.24 HOOVER LANE M O N R O E COURT 14+27.21 HOOVER LANE MADISON LANE
SON C� =10+00.00 JEFFERSON COURT SEE SHEET L
=10+00.00 MONROE COURT SEE SHEET 11
R 3�
�EFF� sNEEc 9 1 16 1 15 � 02 101 100 1 3 i
SEE !I
i Qp
P 3C
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0 CDO
1 R/W /� Z5 5' PUE (TYP) 5 // z \�
s \ CURB do GUTTER I -----/ 79 CL INT
cr_------- —----------/ I --- ----- — I 16+87.21 HOOVER LANE
N
=10+00.00 MADISON LANE
121 _ w _
w
/ B 1 N 3 1 3 3 /
/ —13 nn — 44+90 116 00
122 // 3 3 N89 42'16-E N �, 3 3 3 3 N89'4216 -E /
C � 3
A 3 1 T--
5CURB do GUTTER R �/ 3 78
Moi
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\ o ; 69 W 70 71 72 73 74 75 76 + + 77
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W . z
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\ s 68 +Of NQ
25 r,9101CN ck:
CL INT Lr
10+00.00 HOOVER LANE ��� ~ 2 N =
=22+10.73 ROOSEVELT DRIVE k �.� \ / .01
\ �x�o 2
CAI
LEGEND
\\ '` O BC BEGIN CURVE
26 \\ c��� EC END CURVE
CL CENTERUNE N
S` S� MH MANHOLE 1
INT INTERSECTION 3
CONSTRUCTION NOTES QNUUVLH LANt:
R/W RIGHT OF WAY
SD STORM DRAIN UNE co
11 INSTALL 8- EXTRA STRENGTH VCP SEWER . �, ZlZ7�G�{ W WATER UNE 04
0
22 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3 ST STREET STATION o
qC9 li
33 INSTALL 40 EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 !` 10+00.00 SEWER STA11ON1 40
0 40 80
6�— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) c scale feet
0
REv. NMaN DESCRIPTION DATE ENGR. MY DATE SHOULD CONSTRUCTIO O RED IMPROVEMENTS NOTilll:�remam-CITY OF FON'TANA, CALI�ORIWA-00
IZE Mto r'2A�WW A6, 2-Oy 1-�C� 5. .� QRpFESS/0 1111 DE HWI o 0
In .COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �0 cHURMMIT s
A. cam`? 1:1111? Civil Engineering Plannin • Surveying •Public Works SV HEIGHTS II
9 9 9 Y 9 AWN BY. ME. CD a
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, =' z SEWER PLAN & PRC FLE
No. 31681 z SIGNED BY. HW LANE ATE. 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF 1"— 40' c
M
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPA ED UNDER TH SUPERVISION OF: REF TRA(; =41-1 12-3-01 CNN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�q�F IVI`\����P � -810z CHECKED BY: qY ` WG NO.:co
N
STANDARDS IN EFFECT. CA AROLD A. GARCELON R.C.E. 31681 DATE: R �! •G -D'l
1 CITY ENGINEER R.C.E. 51152 DATE: a3037 %Q
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
_
69
- co
_ OW O W
HOOVER LANE
70
12+93.69
R
HOOVER LANE
71
13+23.69
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75
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16+76.15
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HOOVER LANE
100
16+29.45
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HOOVER LANE
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102
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-
8 EXTRA STRENGTH VCP
PROFILE
-_.
8 EXTRA ...STRENGTH VCP
_ 8 EXTRA STRENGTH :VCP
SCALES
-
HORIZ
1 _40
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VERT.
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-
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10+00
11+00
12+00
13+00
14+00
15+00 16+00 17+00
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 18'56'19- 89.25' 270.00' 45.03'
B 15'01'24- 70.80' 270.00' 35.60'
111+1NT CL INT
86.24 HOOVER LANE M O N R O E COURT 14+27.21 HOOVER LANE MADISON LANE
SON C� =10+00.00 JEFFERSON COURT SEE SHEET L
=10+00.00 MONROE COURT SEE SHEET 11
R 3�
�EFF� sNEEc 9 1 16 1 15 � 02 101 100 1 3 i
SEE !I
i Qp
P 3C
N \
0 CDO
1 R/W /� Z5 5' PUE (TYP) 5 // z \�
s \ CURB do GUTTER I -----/ 79 CL INT
cr_------- —----------/ I --- ----- — I 16+87.21 HOOVER LANE
N
=10+00.00 MADISON LANE
121 _ w _
w
/ B 1 N 3 1 3 3 /
/ —13 nn — 44+90 116 00
122 // 3 3 N89 42'16-E N �, 3 3 3 3 N89'4216 -E /
C � 3
A 3 1 T--
5CURB do GUTTER R �/ 3 78
Moi
\ /�\ M 4o �OOo
// ip � + doh 0do0�
\ o ; 69 W 70 71 72 73 74 75 76 + + 77
\ cow II U
Al
W . z
Zoe CN rnw
\ s 68 +Of NQ
25 r,9101CN ck:
CL INT Lr
10+00.00 HOOVER LANE ��� ~ 2 N =
=22+10.73 ROOSEVELT DRIVE k �.� \ / .01
\ �x�o 2
CAI
LEGEND
\\ '` O BC BEGIN CURVE
26 \\ c��� EC END CURVE
CL CENTERUNE N
S` S� MH MANHOLE 1
INT INTERSECTION 3
CONSTRUCTION NOTES QNUUVLH LANt:
R/W RIGHT OF WAY
SD STORM DRAIN UNE co
11 INSTALL 8- EXTRA STRENGTH VCP SEWER . �, ZlZ7�G�{ W WATER UNE 04
0
22 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3 ST STREET STATION o
qC9 li
33 INSTALL 40 EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 !` 10+00.00 SEWER STA11ON1 40
0 40 80
6�— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) c scale feet
0
REv. NMaN DESCRIPTION DATE ENGR. MY DATE SHOULD CONSTRUCTIO O RED IMPROVEMENTS NOTilll:�remam-CITY OF FON'TANA, CALI�ORIWA-00
IZE Mto r'2A�WW A6, 2-Oy 1-�C� 5. .� QRpFESS/0 1111 DE HWI o 0
In .COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �0 cHURMMIT s
A. cam`? 1:1111? Civil Engineering Plannin • Surveying •Public Works SV HEIGHTS II
9 9 9 Y 9 AWN BY. ME. CD a
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, =' z SEWER PLAN & PRC FLE
No. 31681 z SIGNED BY. HW LANE ATE. 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF 1"— 40' c
M
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPA ED UNDER TH SUPERVISION OF: REF TRA(; =41-1 12-3-01 CNN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�q�F IVI`\����P � -810z CHECKED BY: qY ` WG NO.:co
N
STANDARDS IN EFFECT. CA AROLD A. GARCELON R.C.E. 31681 DATE: R �! •G -D'l
1 CITY ENGINEER R.C.E. 51152 DATE: a3037 %Q
SEWER
LATERALS LOCATION (BY
STATION)
LOT NO.
DESIGN STA. "AS BUILT" STA.
REMARKS
69
11+54.62
R
HOOVER LANE
70
12+93.69
R
HOOVER LANE
71
13+23.69
R
HOOVER LANE
72
14+13.69
R
HOOVER LANE
73
14+43.69
R
HOOVER LANE
74
15+33.69
R
HOOVER LANE
75
15+63.69
R
HOOVER LANE
76
16+57.69
R
HOOVER LANE
77
16+72.15
R
HOOVER LANE
78
16+76.15
R
HOOVER LANE
100
16+29.45
L
HOOVER LANE
101
15+78.81
L
HOOVER LANE
102
14+87.45
L
HOOVER LANE
122
10+59.08
L
HOOVER LANE
CURVE TABLE
CURVE ANGLE LENGTH RADIUS TANGENT
A 18'56'19- 89.25' 270.00' 45.03'
B 15'01'24- 70.80' 270.00' 35.60'
111+1NT CL INT
86.24 HOOVER LANE M O N R O E COURT 14+27.21 HOOVER LANE MADISON LANE
SON C� =10+00.00 JEFFERSON COURT SEE SHEET L
=10+00.00 MONROE COURT SEE SHEET 11
R 3�
�EFF� sNEEc 9 1 16 1 15 � 02 101 100 1 3 i
SEE !I
i Qp
P 3C
N \
0 CDO
1 R/W /� Z5 5' PUE (TYP) 5 // z \�
s \ CURB do GUTTER I -----/ 79 CL INT
cr_------- —----------/ I --- ----- — I 16+87.21 HOOVER LANE
N
=10+00.00 MADISON LANE
121 _ w _
w
/ B 1 N 3 1 3 3 /
/ —13 nn — 44+90 116 00
122 // 3 3 N89 42'16-E N �, 3 3 3 3 N89'4216 -E /
C � 3
A 3 1 T--
5CURB do GUTTER R �/ 3 78
Moi
\ /�\ M 4o �OOo
// ip � + doh 0do0�
\ o ; 69 W 70 71 72 73 74 75 76 + + 77
\ cow II U
Al
W . z
Zoe CN rnw
\ s 68 +Of NQ
25 r,9101CN ck:
CL INT Lr
10+00.00 HOOVER LANE ��� ~ 2 N =
=22+10.73 ROOSEVELT DRIVE k �.� \ / .01
\ �x�o 2
CAI
LEGEND
\\ '` O BC BEGIN CURVE
26 \\ c��� EC END CURVE
CL CENTERUNE N
S` S� MH MANHOLE 1
INT INTERSECTION 3
CONSTRUCTION NOTES QNUUVLH LANt:
R/W RIGHT OF WAY
SD STORM DRAIN UNE co
11 INSTALL 8- EXTRA STRENGTH VCP SEWER . �, ZlZ7�G�{ W WATER UNE 04
0
22 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3 ST STREET STATION o
qC9 li
33 INSTALL 40 EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 !` 10+00.00 SEWER STA11ON1 40
0 40 80
6�— BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) c scale feet
0
REv. NMaN DESCRIPTION DATE ENGR. MY DATE SHOULD CONSTRUCTIO O RED IMPROVEMENTS NOTilll:�remam-CITY OF FON'TANA, CALI�ORIWA-00
IZE Mto r'2A�WW A6, 2-Oy 1-�C� 5. .� QRpFESS/0 1111 DE HWI o 0
In .COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �0 cHURMMIT s
A. cam`? 1:1111? Civil Engineering Plannin • Surveying •Public Works SV HEIGHTS II
9 9 9 Y 9 AWN BY. ME. CD a
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, =' z SEWER PLAN & PRC FLE
No. 31681 z SIGNED BY. HW LANE ATE. 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF 1"— 40' c
M
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPA ED UNDER TH SUPERVISION OF: REF TRA(; =41-1 12-3-01 CNN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `r�q�F IVI`\����P � -810z CHECKED BY: qY ` WG NO.:co
N
STANDARDS IN EFFECT. CA AROLD A. GARCELON R.C.E. 31681 DATE: R �! •G -D'l
1 CITY ENGINEER R.C.E. 51152 DATE: a3037 %Q