HomeMy WebLinkAbout4851-8SOUTH
R/W
45.00'
I.� 2.0%_ I I
PROP. GS. 16-
7.5'
SIDEWALK
JOB *: 101-49
RIGHT-OF-WAY
46.00'
PROPOSED CURB AND GUTTER
,_ 30.00'
UPLAND AVENUE
25.00'
RIGHT-OF-WAY
15.00'
NORTH
R/W
EXISTING CURB EXISTING CURB
AND GUTTER AND GUTTER
27.00'
PROPOSED CURB AND GUTTER
16.00'
SAWCUT UNE
3.09 2.0�
2 0-2'5
_ EXIST. GS.
(4.3%)
UPLAND AVENUE TYPICAL SECTION
SCALE:
HORIZ 1'=10'
VERT 1•=2•
0.4%
72.10'
EXISTING CURB AND GUTTER
,_ 31.60'
PROP. GS.�
1r -
u
WHEELER AVENUE
31.50'
EXISTING CURB I PROPOSED CURB
13.50' 12.50'
PROPOSED PROPOSED
CURB AND CURB AND =�0
GUTTER GUTTER EXIST. GS. 2.0%
-2-076
2.0% 1.070--
.-....
p
WHEELER AVENUE TYPICAL SECTION
STA 10+50.00 TO STA 12+50.00
scaF:
HORIZ 1'=10'
VERT 1•=2•
NORTH
R/W
u
PROP. GS.
15-24
TYPICAL SECTIONS LEGEND:
° EXISTING CURB, GUTTER AND/OR SIDEWALK
PROPOSED CURB, GUTTER AND/OR SIDEWALK
ASPHALT CONCRETE PAVEMENT
GRAPHIC SCALE
10 0 5 10 20 40
q q CONST.
ARROW BOULEVARD ARROW BOULEVARD
30.00'
RIGHT-OF-WAY -'
RIGHT-OF-WAY
75.00'
EXISTING CURB AND GUTTER
40.00' I
SAWCUT LINE
38.00'
I PROPOSED MEDIAN CURB
25.00' 32.00'
PROPOSED CURB PROPOSED MEDIAN CURB
AND GUTTER AND GUTTER
,_ 16.00' _ _ 30.00' _
EXISTING CURB
AND GUTTER 16.00'
SAWCUT UNE
-� 3.0-4.290
1.7-3,2
ARROW BOULEVARD TYPICAL SECTION,
sra 10+60± to WA 11+25.00
SCALE:
HORIZ 1"=10'
VERT 1 "=2'
� (� CONST.
NORTH ARROW BOULEVARD ARROW BOULEVARD
R/W
L 30.00'
RIGHT-OF-WAY
35.00'
EXISTING CURB
30.50'
PROPOSED CURB
AND GUTTER
16.00'
SOUTH
R/W
SOUTH
R/W
90.009 -1
RIGHT-OF-WAY
75.00'
EXISTING CURB AND GUTTER
40.00'
SAWCUT LINE
30.00'
26.00'-33.00' �
EXISTING AND I PROPOSED MEDIAN CURB
PROPOSED CURB 20.009-32.00'
AND GUTTER
PROPOSED MEDIAN CURB
3.00' AND GUTTER
2,57o SAWCUT UNE 3.39,
2.0%3;
13.50' 10.50'-0.00' 1.176-4.5%
SIDEWALK SAWCUT LINE
ARROW BOULEVARD TYPICAL
EXIST. GS.
1.89
:110N
STA. 11+25.00 TO STA. 15+50.00
SCALE:
HORIZ 1"=10'
VERT 1 "=2'
� (� CONST.
R/W
ARROW BOULEVARD ARROW BOULEVARD R�WH
30.00' 90.00'
as
RIGHT-OF-WAY RIGHT-OF-WAY
75.00'
EXISTING CURB AND GUTTER
55.00'
SAWCUT LINE
I 16.00' 38.00'
EXISTING AND PROPOSED MEDIAN CURB
I PROPOSED CURB 30.00'
AND GUTTER I
20.00'-329.00
PROPOSED MEDIAN CURB
AND GUTTER
16.00'
(0.5� SAWCUT UNE
�
1.4-7.6
2.0%��
1.0-2.4
ARROW BOULEVARD TYPICAL SECTION
(IN FEET) sra is+so.00 To sra 19+7500
1 INCH = 10 FEET
JI:ALt:
HORIZ 1"=10'
VERT 1 "=2'
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SEC110N 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENTIFICATION { M' RE. COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS
��etiy� RIVERSIDE, CA 92507 STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON orawN er: sc�:
NUMBER BE ISSUED BEFORE A PERMIT TO �, ,� �
(951) 680-0440 AND CARRIED FORTH IN A DILIGENT � CAMPUS PARKING LOT A3 SHOWNEXCAVATE WILL BE VAUD � ~ N°•89984 � � EKING FAX (951) 680-0490 ARROW BOULEVARD MANNER, THE CIN ENGINEER MAY� �p� ter: CROS SEC110NS o��;
FOR YOUR DIG ALERT I.D. NUMBER CALL Ea•9-3o-12
UNDERGROUND SERVICE ALERT 9 �►vj`< J�, o-�- (o SIERRA AVENUE TO EMERALD AVENUE REQUIRE REVISIONS TO THE PLANS TO TMii OCT. 2010
TOLL FREE 1-800-227-2600 �` � ���F� TERRY RENNER R.C.E. No. 69984 BRING THEM INTO CONFORMANCE WITH q�p� BY: BY:� DAM qM� gyp,;Ye
TWO WORKING DAYS BEFORE YOU DIG EXPIRES: 9-30-12 CONDITIONS AND STANDARDS IN EFFECT. �
REV. REVISION DESCRIPTION DATE ENGR. CITY DALE CRY ENGINEER R.C.E. No. 51152 4851 g