HomeMy WebLinkAbout3690-45O SAWCUT AND REMOVE EX/STING AC PAVEMENT
v 6O INSTALL STREET LIGHT 22,000 LUMEN.
O7 ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109
8O CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 1003
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MEANDERING :I -_Ln
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IDEWALK
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I MPR 0 I /EMEN T PL A N REFEREN CES
EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349
AND 3507
EXISTING SEWER IMPRO VEMEN T 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 IMPROVEMENT PLANS PER DWG. NO. 3213
( DELTA 1)
PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS
PER D WG, NO. 3394
15 CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2;
L = 120' W = 12' PER DETAIL SHT. 6
16 CONSTRUCT MODIFIED 10' WIDE CROSS GUTTER PER CITY STD. NO. 104.
17 INSTALL 3 1/2" (91 MM) RIGID METAL CONDUIT
FUTURE STREET
PA RKS/DE WA Y
PER D WG. NO. 3399
SHEET 14
DIIG�LE.� AT.
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DA TF I ENGR. I CITY I DATE
1713�a�d u� �
10 UI
THESE RECORRAWINES HAVE BEEN PRERA ,
PART, ON THE BASIS OR INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE x
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTOTHE DOCUMENTS AS
A RF-S{ILTTHEREOR
SUMMIT AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
D&IGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
CURVE
TABLE
CASE "E" PER DETAIL ON SHT. 6
O
CONSTRUCT 6.5" AC ON 12" OF 957 COMPACTED NATIVE SOIL
/ p
CONSTRUCT CURB OPEN/NG CATCH BAS/N; PER APWA STD. 300-2
LENGTH
PER SOILS REPORT RECOMMENDATION.
Cl
PER DETAIL ON SHEET 5, W = PER PLAN; V — PER PLAN SCALE IN FEET
35.00
., 2O
CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003.
12
INSTALL SLEEVING, I —6" & 2-4-" PER CITY STD. NO. 518 _ 0 40 80 120 160
35.00
�(CHISEL
OCONSTRUCT
4" THICK PCC SIDEWALK PER CITY STD. NO. 1015
13
"l" ON ALL CURBS).
COLD PLANE EX/STING A.C. PAVEMENT '� & 1 1/2" MIN AC OVERLAY.
40.10
II
(W/DTH PER PLAN)
7009"10"
PER DETAIL SHEET 1 � � -
RECORD
DRAWINu,
C5
4
CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006.
6.28
�
--
C6
1801100'00"
2.00
6.28
INFINITE
14
CONSTRUCT BARRICADE PER CITY STD. NO. 118aED
IN
5O SAWCUT AND REMOVE EX/STING AC PAVEMENT
v 6O INSTALL STREET LIGHT 22,000 LUMEN.
O7 ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109
8O CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 1003
:�_ 1� 1 �
EA
,
Q
MEANDERING :I -_Ln
m
�\
IDEWALK
0 6 -i 62 J o
O tc�0CN
CN
W� z z +
V
I MPR 0 I /EMEN T PL A N REFEREN CES
EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349
AND 3507
EXISTING SEWER IMPRO VEMEN T 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 IMPROVEMENT PLANS PER DWG. NO. 3213
( DELTA 1)
PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS
PER D WG, NO. 3394
15 CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2;
L = 120' W = 12' PER DETAIL SHT. 6
16 CONSTRUCT MODIFIED 10' WIDE CROSS GUTTER PER CITY STD. NO. 104.
17 INSTALL 3 1/2" (91 MM) RIGID METAL CONDUIT
FUTURE STREET
PA RKS/DE WA Y
PER D WG. NO. 3399
SHEET 14
DIIG�LE.� AT.
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DA TF I ENGR. I CITY I DATE
1713�a�d u� �
10 UI
THESE RECORRAWINES HAVE BEEN PRERA ,
PART, ON THE BASIS OR INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE x
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTOTHE DOCUMENTS AS
A RF-S{ILTTHEREOR
SUMMIT AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
D&IGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
LINE TABLE
CURVE
TABLE
Ll S82'48'33 "W
.40.31
CURVE
DEL TA
RAD/US
LENGTH
TANGENT
Cl
901100'00"
35.00
54.98
35.00
C2
90000'00"
35.00
54.98
35.00
C3
7009'10"
321.25
40.10
20.08
C4
7009"10"
321.25
40.10
20.08
C5
180800,00"
2.00
6.28
INFINITE
C6
1801100'00"
2.00
6.28
INFINITE
C7
7'07'30"
321.25
39.95
20.00
LINE TABLE
LINE BEARING
LENGTH
Ll S82'48'33 "W
.40.31
BENCH MARK:/ 8-17
CAL TRANS BENCHMARK17. A
BRASS CAP IN THE CO CRETE BASE OF
JHE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
OF SAN SEVA/NE RD., 2.65 M/ WEST
O/
F Fva 77nm-. # 1428.609
L. /
No. 36637 c
Exp: 06-30-06
C / V 1 \- av��P
)F CALF 4)4
BASIS OF BEARINGS:
THE BRG. N089'59'31 "E
ALONG THE CL SUMMIT AVE
AS SHOWN ON 77?. NO.
16427-1, M.B. 296/7=11.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
760-A SOUTH ROCHESTER A VENUE CC/ Pm
ONTARIO, CA 91761
PHONE (909) 937-9151 DESIGNED BY
Ml / er
Da to CHECKED BY
RCE 3663 EXP. -30 06
WENDELL L. IWATSURU [���I�
SUMMIT AVENUE SCALE.
FROM 418.00'i OF KNOX A VE. DATE AS FSHOWN
'T 1632.00'i F �KNOX A VE. JULY 200
VED BY � —06— DRAWI3690NG N0. 4
'Y ENGINEER R. C. E. 51152 DATE .
J:\126-2011\streets\stSummit04.dwa. 1/6/2005 11:04:22 AM. Dawn. Dawn