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CALL UNDER GROUND
SERVICE ALE R7
-4g)48 HOURS BEFORE YOU DIG
1-800-422-4133
PRIVATE ENGINEER'S NOTE,TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS
ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE_ -ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED.TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN - ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL -LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES,_CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE -DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY- AND NOT. BE LIMITED TO NORMAL WORKING HOURS�.AND THAT. THE CONTRACTOR
SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNERS, -AND THE ENGINEER HARMLESS -FROM. -ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECUONLW.ITH THE PERFORMANCE OF WORK ON, THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ERIC BIRCH HIGH SCHOOL
STREET IMPROVEMENT PLAN
CROSS SECTIONS
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BENCHMARK:
SAN BERNARD I NO COUNTY SURVEYOR'S B. M. NO. 7-9:
A BRASS DISK SET IN THE TOP OF CURB AT THE
N. E. CORNER OF FOOTHILL BLVD. AND LOCUST AVE.,
84' N/0 FOOTHILL BLVD., 30' E/0 LOCUST AVE.,
6.5'N/0 THE NORTH END OF CURB RETURN, 1' N/O
A 3' X 3.5' STORM DRAIN DROP-IN BOX, 1.5 MILES
EAST ALONG FOOTHILL BLVD. FROM SIERRA AVE.,
CITY OF FONTANA, COUNTY OF SAN BERNARDINO.
ELEVATION = 1307. 150 (1970 ADJ. -)
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Street Name: .LOCUST AVENUE
VERTICAL SCALE: 1 inch = 4 feet
HORIZONTAL SCALE: 1 inch = 10 feet
Dashed L-ine = Existing X -section
Sol id Line = .Prop.. Surface X-section
REVISIONS:
N0. DESCRIPTION I ENG. I DATE APPROVED DATE
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714)-799-8060
258641 SINESS CEN f DR, SUITE F
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O
LCST ( BOTH) 4
STA: 19+00.00 ;
X -SECTION DIST. FROM CENTERLINE
REFERENCE ELEV. = 1326. 00
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REFERENCE ELEV.= 1325.00
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REFERENCE
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X -SECTION DIST, FROM CENTERLINE
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REFERENCE ELEV.= 1325.00
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COUNTY OF SAN BERNDARDINO
ROAD DEPARTMENT
DESIGNED BY; DRAIN BY: CHECKED BY: APPROVED BY:
M. L. A. I M. L. A.
SUBMITTED BY ` - C. D. E. ASSISTANT COUNTY ENGINEER ROADS
c,e,&L,ef 12 -11 - f 2 -
ASSISTANT
ASSISTANT ROAD COMMISSIONER --ENGINEER_ DATE COUNTY ENGINEER
STREET MPROVEMENT PLANS
A. P. N. 243-191-019 02 & 03
ERIC BIRCH HIGH SCHOOL
LOCUST AVENUE
DATE
LIMITS
79 -80 -
ROAD NO. 500400
FILE NO.
91-096 .
w1sfa2
p�� CROSS SECTIONS SHEET 3 of 4
Owc -, No. y s+,p-!�
Ln
M
m
m
.�-
M
N N
fh
N
N
V.
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_
) M
-1. oox
N
N
- -(-- -
----
- _--
(-1.84%)
-2.00%-
W N
N
to
toCD
w ...
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W
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O CA
w
0
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(D J
ton
LCST BOTH
(BOTH)
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d
O
o
J
M
N
STA: 18+00.00
X -SECTION
DIST. FROM CENTERLINE
REFERENCE
ELEV. = 1324.00
O
r`
rn
CV)f`
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m
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m
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m
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►-►
( 1. 73%)
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WN x
N
OD
N
w
m00
V
OND
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.+ W
w ''
cn
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to
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LCST ( BOTH)
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0
0 0'
o
-P
0
STA. 17+50.00
N OO
V' M
U
M
X -SECTION
DIST. FROM CENTERLINE
REFERENCE
ELEV. = 1324.00
COUNTY OF SAN BERNDARDINO
ROAD DEPARTMENT
DESIGNED BY; DRAIN BY: CHECKED BY: APPROVED BY:
M. L. A. I M. L. A.
SUBMITTED BY ` - C. D. E. ASSISTANT COUNTY ENGINEER ROADS
c,e,&L,ef 12 -11 - f 2 -
ASSISTANT
ASSISTANT ROAD COMMISSIONER --ENGINEER_ DATE COUNTY ENGINEER
STREET MPROVEMENT PLANS
A. P. N. 243-191-019 02 & 03
ERIC BIRCH HIGH SCHOOL
LOCUST AVENUE
DATE
LIMITS
79 -80 -
ROAD NO. 500400
FILE NO.
91-096 .
w1sfa2
p�� CROSS SECTIONS SHEET 3 of 4
Owc -, No. y s+,p-!�