HomeMy WebLinkAbout3690-3r
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IMPROVEMENTS PER
I MPR 0 VEMEI V T PLAN REFERENCES
EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349
AND 3507
EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390
PROPOSED SEWER IMPRO VEMEN T PLANS PER DWG. NO. 3212
EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213
PROPOSED STORM DRAIN IMPRO VEMEN T PLANS PER DWG. NO. 3213
( DELTA 1)
PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS
PER DWG, NO. 3394
SCALE IN FEET
0 40 80 120 160
KNOX AVENUE
PER DWG. N0. 3704 -SHEET 3
SUMMIT AVENUE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
KNOX AVENUE
PER D WG. NO. 3399
SHEET 5
REVISION DESCRIPTION
DATE I ENGR. 1 CITY I DATE
VIA-ILI m Affl. - MAI
"Ar A 0 , j"-rCTA TrA 5 M-7, Al 0 -T'A
My rl
LINE OF SIGHT
�g A1014 i -,qnn'
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Z
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0
m�
Q
W
N82'51'451E
o
jW
S82'4833 "W
40.31
L
M
-_� o
N
4O
O
F ElvanN if 1428.609
5O
SAWCUT AND REMOVE EX/STING AC PAVEMENT.
180000'00"
6O
INSTALL STREET LIGHT 22,000 LUMEN.
INFINITE
O7
ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109
35.00
SO
CONSTRUCT 8" CURB ONLY PER C/TY STD. NO. 1003
W
�
9O
Z
55.10
35.13
W W �,
Z `0
>j7 J
T NO. 16427=5---�
Z
J
LINE
m�
Q
Ll
N82'51'451E
N
L2
S82'4833 "W
40.31
L3
S82.51 '45 "W
-_� o
OVE
T NO. 16427=5---�
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
7NFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
LINE TABLE
CONSTRUCT 6.5" AC ON 12" OF 957 COMPACTED NATIVE SOIL
LINE
BEARING
LENGTH
Ll
N82'51'451E
40.62
L2
S82'4833 "W
40.31
L3
S82.51 '45 "W
41.53
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
7NFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
Oh""' E C' " 0 R D D R A At I N Elmn"' ' ';
TiWESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF 1NFORMATIORCOMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A► RESULT THEREOF.
O
BENCH MARK: if 8-17
O
CONSTRUCT 6.5" AC ON 12" OF 957 COMPACTED NATIVE SOIL
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
PER SOILS REPORT RECOMMENDAT/ON.
THE SOUTH LEG OF AN SCE TOWER
2O
CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003.
343' NORTH OF HIGHLAND, a2 M/ WEST
3O
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. NO. 1015
OF SAN SEVAINE RD., 2.65 MI WEST
16427-1, M.B. 296/7-11.
(WIDTH PER PLAN)
OVE
4O
CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006.
F ElvanN if 1428.609
5O
SAWCUT AND REMOVE EX/STING AC PAVEMENT.
180000'00"
6O
INSTALL STREET LIGHT 22,000 LUMEN.
INFINITE
O7
ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109
35.00
SO
CONSTRUCT 8" CURB ONLY PER C/TY STD. NO. 1003
C5
9O
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1,
55.10
35.13
CASE "E" PER DETAIL ON SHT. 6
180,00,00"
10
CONSTRUCT CURB OPEN/NG CATCH BASIN PER APWA STD. 300-2
/NF/N/TE
C7
PER DETAIL ON SHEET 5, W = PER PLAN, V = PER PLAN
�Sq�
12
INSTALL SLEEVING, 1-6" & 2-4" PER CITY STD. NO. 518
C8
7009'10"
(CHISEL "l" ON ALL CURBS)
w
13
COLD PLANE EX/ST/NG A.C. PAVEMENT & 1 1/2 MIN AC OVERLAY.
fN4q. 3663 7
321.25
PER DETAIL HEREON
19.85
C!0
10° 23' 2D
�•
14
CONSTRUCT BARRICADE PER CITY STD. NO. 118
4
CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2,
1 Ole
L = 120', W = 12' PER DETAIL SHT 6
Oh""' E C' " 0 R D D R A At I N Elmn"' ' ';
TiWESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF 1NFORMATIORCOMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A► RESULT THEREOF.
O
BENCH MARK: if 8-17
BASIS OF BEARINGS:
'~ i
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
-
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
- -
343' NORTH OF HIGHLAND, a2 M/ WEST
AS SHOWN ON TR. NO.
7007'30 "
OF SAN SEVAINE RD., 2.65 MI WEST
16427-1, M.B. 296/7-11.
20.00
OVE
7007'30 "
321.25
F ElvanN if 1428.609
20.00
C3
Prepared Under The Supervision Of
PREPARED /N THE OFF/CE OF
MADOLE AND ASSOCIATES, INC.
Z
J
W
W
W
CITY OF FONTANA, CALIFORNIA
STREET I PLANS
1` ulu� 760-A SOUTH ROCHESTER AVENUE °RA WN SUMMIT A VENUE SSCALE: W
No. 36637 c ;U ONTAR/O, CA 91761 CC// Pm, AS SHOWN
Exp: 06-30-06 PHONE (909) 937-9151 DESIGNED BQ
* Y F -ROM-- 74. 00 f W OF KNOX AVE. DATE.-
P , TO --418.00 f OF OX AVE. JULY JOO4
9FpF A��Fo�`, Date -CHECKED APPR D BY DRAWING NO.
RCE 36637 EXP. 6-40-66 l "�l '� WENDELL L. IWATSURU �� ENGINEER R.C.E. 51)52 DATE 3690to
J:\126-2011\streets\stSummit03.dwa. 1/6/200511:03:16 AM. Dawn. Dawn
CURVE
TABLE
CURVE----
DELTA
RAD/US
LENGTH
TANGENT
Cl
7007'30 "
321.25
39.95
20.00
C2
7007'30 "
321.25
39.95
20.00
C3
180000'00"
2.00
6.28
INFINITE
C4
89050'50"
35.00
54.88
34.91
C5
90.12'22"
35.00
55.10
35.13
C6
180,00,00"
2.00
6.28
/NF/N/TE
C7
7009'10"
321.25
40.10
20.08
C8
7009'10"
321.25
40.10
20.08
_ C9
7'04' 18 "
321.25
39.65
19.85
C!0
10° 23' 2D
000-0o
54.40
1 0-7.,Z-7 -
Z
J
W
W
W
CITY OF FONTANA, CALIFORNIA
STREET I PLANS
1` ulu� 760-A SOUTH ROCHESTER AVENUE °RA WN SUMMIT A VENUE SSCALE: W
No. 36637 c ;U ONTAR/O, CA 91761 CC// Pm, AS SHOWN
Exp: 06-30-06 PHONE (909) 937-9151 DESIGNED BQ
* Y F -ROM-- 74. 00 f W OF KNOX AVE. DATE.-
P , TO --418.00 f OF OX AVE. JULY JOO4
9FpF A��Fo�`, Date -CHECKED APPR D BY DRAWING NO.
RCE 36637 EXP. 6-40-66 l "�l '� WENDELL L. IWATSURU �� ENGINEER R.C.E. 51)52 DATE 3690to
J:\126-2011\streets\stSummit03.dwa. 1/6/200511:03:16 AM. Dawn. Dawn