HomeMy WebLinkAbout4293-2R/W
I PROPOSED
SIDEWALK
I
McGUIRE AVENUE
(LOOKING NORTH)
TYPICAL SECTION
1" = 5r
64'
32'
EX. GROUND
6'
EX. STREET I EX. STREET '
BASELINE AVENUE
EASTBOUND
BASELINE
AWN[ IF
CHERRY AVENUE
NORTHBOUND
CHERRY
AVFNIIF ..,r
EXIST R/W ---I
R/W
---PROPOSED R/W
0.50'
CHERRY AVENUE
STA: 51+90.84 TO 53+10.85
1" = 59
R/W
EXIST R/W I
70' 1 1
BASELINE AVENUE
L- - - - - - - - -- - - - STA: 16+90.87 TO 18+00.91
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CURB FACET
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CURB RAMP
Q IQFESS/ON
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SEE SHEET 3
A. B. C. OR D
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sq CIVIL F��P
SOF CAL\
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a.
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415 MM
PLANTING (S) MN
AREA
Inc.&Fbrepm'
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CUR
CURB FACE
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DETAIL
ISEE
A. B. G OR
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9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730.909-919-7800
DRAWN BY:
3 3
N NOTE E
UNDER THE SUPERVISION OF:
NOTE 2
DESIGNED BY:
No. 31681 �
CURB FACE
OFFSET, b�
CASE C
rj
8
A TYPE 1
5% MAX
-X=1220. mm (4)
IF ADJACENT TO
PLANTING AREA.
OTIIEMASE SEE TABLE I
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SA
TYPE 2
CASE D
' STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION_
111-3
CURB RAMP
BENCH MARK FWE 1 :
USCGSA STATION ••PACEL" 1963.90'± ELY. OF
RAILROAD TRACKS AND 28't SLY. OF CL
BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME
AS CITY B.M. #364
ELEVATION 1301.54'
BASIS OF BEARINGS:
THE CENTERLINE OF BASELINE AVE.
SHOWN AS N89055'34"W PER TRACT MAP
13596 MB 212/ 99-105.
EX. GROUND
(LOOKING EAST) SECTION "A" R/W
76' I
TYPICAL SECTION 1O' '
BASELINE AVENUE EXIST R/W —�
1" = 59 EASTBOUND 1 I ROPOSED R/W
1
I I
63 1
I
Q IQFESS/ON
z
2 N0.62794 z
Exp.b1��
SEE SHEET 3
D
RECORD DRAWING
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
AWAAAAAAAAAAAWWW
DIAL TWO WORKING
BEFORE - DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRIAMD SERVICE ALERT
BASELINE AVENUE
STA: 12+29.75 T(
1w = 5'
SECTION "A" R/W
76' 1
r
BASELINE AVENUE EXIST R/W
EASTBOUND 1 ROPOSED R/W
1
II I
I
63' I
I
I
'
25' 1' 1 42' '
L" 1 13'
Z
J
4 =, 1� f , g' 4 —� 19,
I c=i 2X
LANDSCAPE
VARIES 1.0XTO
N ,sO?� k '��' ,. I 2% s
JOIN EXIST.
AC � 5
BASELINE AVENUE
c�
STA: 13+44.04 TO 14+02.06
V.
1' = 5'
WDID No. 8 36C337238
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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 CONDITIONS AND STANDARDS IN EFFECT.
g�T'_D �.A1.IIEIG (o�oS�o9 L�MG 4' 1+D4
1" = 5'
R/W
SEE SHEET 5
SEE SHEET 4
CONSTRUCTION NOTES
(D—CONSTRUCT CONSTRUCT 8' CURB AND GUTTER PER CITY STD. PLAN NO. 1000
&,--CONSTRUCT 6' SIDEWALK PER CITY STD. PLAN NO. 1006
O3 — CONSTRUCT 8" PCC WITH COMPACTED AGGREGATE BASE PER BUS BAY
CITY STD. DWG. 1005 (SEE GENERAL NOTES 31 AND 32) ;�-.:;=•,,
4� COLD PLANE 0.10' DEEP AND CONSTRUCT 0.10' MIN THK AC OVERLAY TO
MATCH EXISTING PER SECTION A -A ON SHEET 2
SAWCUT 1' MIN., REMOVE, & REPLACE A.C. PAVEMENT WITH LIKE KIND
10 REMOVE EXISTING CURB AND GUTTER
28 CONSTRUCT 8' CURB PER CITY STD. PLAN NO. 1000
1ti
Q IQFESS/ON
z
2 N0.62794 z
Exp.b1��
SEE SHEET 3
sq CIVIL F��P
SOF CAL\
SEAL -ENGINEER
1777
Inc.&Fbrepm'
�
/�
--- 11 l]N
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Gvil Engineering • Planning - Surveying • Public Works
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9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730.909-919-7800
DRAWN BY:
PREPARED
UNDER THE SUPERVISION OF:
MT
DESIGNED BY:
No. 31681 �
* Exp. 12/31 /08 *
M
�
7
CHECKED BY:
AF CA0E
MA
A CELON, 31681 DATE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
BASELINE AVENUE SCALE: 1"=20'
SECTIONS AND DETAILS
DATE:
APRIL 2007
A ROVED BY: j DRAWING NO.: 2
4293 7
CITY GI R.C.E. 51152 DATE:
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