HomeMy WebLinkAbout2937-3Foothill Boulevard
50' 60'
40' 47'
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11 +10.00 q Locust Avenue
Foothill Boulevard
00
R/W- I
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16 "W----- _.
—� 33'
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TYPICAL GRIND DETAIL
SECTION A -A
SCALE: 1"=1'
EXISTING 20' WIDE DWY
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BENCHMARK: STAMPED "S.B. CO.
SURVEYOR, 7-9, 1970"
ELEVATION = 1307.15
BRASS CAP AT NORTHWEST CORNER
E.C.R. OF NORTHEAST CORNER OF
FOOTHILL BLVD AND LOCUST AVE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
r CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
JN 12427 City of Fontana
File: E:\dwq\12427\12427sgO3.dwg 04/23/01
U IRECORD DRAWING
REV. I REVISION DESCRIPTION
40' 38'
50' 60'
Foothill Boulevard
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243-123-15
-- — --==8 "W —
I
EX. GROUND 2.1 MAX
CONSTRUCT NEW AC PAVING
CONSTRUCT AC OVERLAY (0.10' MIN.)
® GRIND EXISTING AC PAVEMENT (0.10' MIN)
REMOVE EXISTING PAVING
5/02 IS.N. ,
DATE I ENGR. I CITY DATE
R
�.FRf l
c� No. 16434
* Exp. 6/30/05
\T CIV \3
FOFCAF�
LOCUST
TYPICAL CROSS SECTION
STA. 17+68.65 to 20+47.60
SCALE: 1 " = 10'
LOCUST
—EX. AC DIKE
12"
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EX. AC PAVEMENT SAWCUT EXIST. PAVEMENT
7
N.T.S.
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AVENUE
2:1 MAX
EX. GROUND`-,
AVENUE
L.D. KING, INC.
2151 CONVENTION CENTER WAY
SUITE 100B
ONTARIO, CA 91764
(909) 937-0200
CARL J. FREEMAW R.C.E. No. 16434 DATE
EXPIRES 6-30-05
SCALE: 1 "=40'
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Barbee Street
R/W
44' 1
VARIES 16' TO 33'
TYPICAL CROSS SECTION
STA. 15+00.00 to 17+68.65
SCALE: 1 " = 10'
Laurel Drive
30' 30'
18 18
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N 243-291-38
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R/W I
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RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS
A RESULT THEREOF.
EX. GROUND
SCALE: 1"=40'
27+02.82 (� Locust Avenue
� Laurel Drive
L C-4
M
243-252-04
- — -
CONSTRUCTION NOTES
—
REMOVE ASPHALT CONCRETE AND REPLACE WITH 4" ASPHALT
DRAWN BY:
RCH
CONCRETE OVER 6" CLASS 2 AGGREGATE BASE,
2�
CONSTRUCT 0.10' ASPHALT CONCRETE OVERLAY.
3O —
GRIND EXISTING AC PAVEMENT PER DETAIL ON SHEET
HEREON.
PR BY: TT :
CONSTRUCT 8" CURB ONLY PER CITY OF
— —
FONTANA STD. 1003.
5a--
ADJUST SEWER MANHOLE TO GRADE.
=` 6
ADJUST WATER VALVE TO GRADE.
7�
SAWCUT EXISTING ASPHALT PAVING 1.0' OFF OF
EXISTING A.C. DIKE SEE DETAIL HEREON.
gO —
CONSTRUCT P.C.C. SIDEWALK PER CITY OF FONTANA
STD. 1015.
CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. 1003.
10
CONSTRUCT 6" A.C. DIKE PER CITY OF FONTANA STD. 136.
11
EXISTING POWER POLE TO BE RELOCATED BY OTHERS.
12
REMOVE EXISTING A.C. DIKE
13
REMOVE AND RELOCATE EXISTING SIGN PER
CITY OF FONTANA STD. 139.
14
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. 105.
(15
REMOVE EXISTING TREE
CITY OF FONTA
PAVING PLAN
FOR
LOCUST AVENUE
STA. 12+70.00 TO STA. 25+80.00
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.
NA, CALIFORNIA
LOCUST AVENUE
DRAWN BY:
RCH
LOCUST AVENUE PAVING PLAN
FOOTHILL BLVD. TO LAUREL DR.
12+79.00 TO 25+80.00
SCAI-E.
AS SHOWN
DESIGNED BY:
CBSTA.
DATE:
APR. 2001
CHECKED BY:
CB
PR BY: TT :
DRAWING NO.:
2987
8
5
CI ENGINEER R.C.E. No. 51152
Final: 06/14/01