HomeMy WebLinkAbout4960-31 780
1 770
1760
60
PROF I LE
HOR I Z : 1 "=4 0'
VERT: 1 "=8'
"D" 613+67.1 1 MATCH LINE
L-1 \- t) I V t -11I I I I 1 I V I I I% t! V I_ I V I 1 1 V 1 1-J
Beg ✓ DIKE 9 58,00' Lt
JOIN EA 08 -OH 1 304 IMPROVEMENTS
N890 22 '00'E
0 20 40 80 120 160
SCALE: 1 " = 40'
in
Beg Temp IMPROVEMENTS
Beg AC Pvmt 9 55.00' Rt
JOIN EA 08 -OHI 304
TOLL FREE '4%A=ww- 1-880-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I
616-31 °10
F1 R7A
z4U°UU LT9
26°84" Rt9 EC
I
L 11
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
(' 9 n -LA o no
CONSTRUCTION NOTES AND QUANTITY ESTIMATE:
CONSTRUCT 0.55' A°C° PAVEMENT ........................ AC 2.9.6.1-8 TO -N._
OVER 0°65' C.A.B.C°A°B ........ 1 45.50....CY_
CONSTRUCT 6" A.C. DIKE 9 TYPE A
PER CALTRANS STD. PLAN A87B
COLDMILL (2'MIN) AND OVERLAY
CURVE DATA
h22+72.57
....................................... 1-9-0.0.0 ... LF ......
...................................... 2.4.0 ---5 Q ...F.T..
1 `-t °VV F\ 1 9 /-AIVVLC. I-VlIV 1
ANGLE POINT
F??+(,4.4(,
l.,L 9 tU
I I r--1 I I f- r-, -7• f- "-\ r--7
1 1 V L! 1 I V I I I\ V V I- IVIL- 1 14 1 .J
END DIKES 1 1 °00' Lt
JOIN Exist Pvmt
N890 22'00''E
---I---- I- - I -- I --
''n'' ")7
END Temp IMPROVEMENTS
JOIN Exist Pvmt
No.
R
Q
T
L
13000°00'
6°28'06"
169°52'
338°68"
2
2000°00'
6° 28'06"
1 13-01 '
225°79"
--
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c----------
2014°00'
4°24'27"
77°50'
154°93'
7
3040°00
30 21 '04"
88°92'
1 77°80'
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PORTION OF 400' VERTICAL CURVE
------------------------------------
L 347°79' SD = 367'
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-
61 5+1 4 ° 90 PVI
1753°85 Elev
613
614
615 616
617
618 619 620 621
622 623 624 625
"D" 613+67.1 1 MATCH LINE
L-1 \- t) I V t -11I I I I 1 I V I I I% t! V I_ I V I 1 1 V 1 1-J
Beg ✓ DIKE 9 58,00' Lt
JOIN EA 08 -OH 1 304 IMPROVEMENTS
N890 22 '00'E
0 20 40 80 120 160
SCALE: 1 " = 40'
in
Beg Temp IMPROVEMENTS
Beg AC Pvmt 9 55.00' Rt
JOIN EA 08 -OHI 304
TOLL FREE '4%A=ww- 1-880-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I
616-31 °10
F1 R7A
z4U°UU LT9
26°84" Rt9 EC
I
L 11
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
(' 9 n -LA o no
CONSTRUCTION NOTES AND QUANTITY ESTIMATE:
CONSTRUCT 0.55' A°C° PAVEMENT ........................ AC 2.9.6.1-8 TO -N._
OVER 0°65' C.A.B.C°A°B ........ 1 45.50....CY_
CONSTRUCT 6" A.C. DIKE 9 TYPE A
PER CALTRANS STD. PLAN A87B
COLDMILL (2'MIN) AND OVERLAY
CURVE DATA
h22+72.57
....................................... 1-9-0.0.0 ... LF ......
...................................... 2.4.0 ---5 Q ...F.T..
1 `-t °VV F\ 1 9 /-AIVVLC. I-VlIV 1
ANGLE POINT
F??+(,4.4(,
l.,L 9 tU
I I r--1 I I f- r-, -7• f- "-\ r--7
1 1 V L! 1 I V I I I\ V V I- IVIL- 1 14 1 .J
END DIKES 1 1 °00' Lt
JOIN Exist Pvmt
N890 22'00''E
---I---- I- - I -- I --
''n'' ")7
END Temp IMPROVEMENTS
JOIN Exist Pvmt
No.
R
Q
T
L
13000°00'
6°28'06"
169°52'
338°68"
2
2000°00'
6° 28'06"
1 13-01 '
225°79"
3
500°00'
8°33'20"
37°40"
74°66
4>
1986-00'
90 20'52"
162.37"
324°02"
5>
271 3°00'
40 57'47''
126.24'
252°32'
6
2014°00'
4°24'27"
77°50'
154°93'
7
3040°00
30 21 '04"
88°92'
1 77°80'
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
STANDARDS IN EFFECT.
Q�pFESS IOti4
�o e<
�� GREGORY
W. HEFTERCD
Z
LLJ No. 46655
Exp 06/30/13
s� CIVIL P
4rF OF CAL IV
1770.
1 760
1 750
PREPARED UNDER THE SUPERVISION OF: CITY OF F O N T A N A, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
AG DUNCAN CANYON ROAD AS SHOWN
DESIGNED BY: LAYOUT PLAN DATE:
AG 07/06/2012
DATE: 7/6/12 CHECKED BY: APPROVED BY: DRAWING 1/5 REGISTERED CI [L ENGINEER DN /�� 749 6
SENIOR ENGINEER R.C.E. 78044 DATE