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THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL IDENTS AND
INDICATES GRIND EXISTING A.C. PAVEMENT
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BUSINESSES ATALL TIMES. #; MINIMUM 12 FOOT !
SHALL BE
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EXISTENCEOF�ANYtUNDERGROUND UTILITY PIPES D T STRUCTURES
INDICATES RIGHT—OF—WAY LINE
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MAINTAINEDFOR
SHOWNTHESE PLANS WERE 01yAi BY 1SEARCH OF THE AVAILABLE yrD ,
RESIDENTS AND EMERGENCY VEHICLES.
THESE LOCATIONS ARE ANO SHALL 13E CONFIRMED 13Y THE CONTRACTOR,
R.S. 96--0149, BOOK 108 OF RECORD OF SURVEYS,
PAGES 13 THROUGH 27,
SO THAT ANY ," ADJUSTMENT CAN BE MADE IN ALIGNMENT **:"D OR GRADE
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
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8253 Sierra Avenue
DLUGENT MANNM THE CITY ENGINEER MAY
2201 Dupont Drive, Suite 300
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
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Fontana, California 92335
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43'
FUTURE WEST
R/W 75,
34'
EXI T.
19' R W 22'
24'
FUTURE LETTER 9' 12'
LOTEXIST. A.C. VARIES
7.27' TO 21.45'
1' 81 VARIES
MIN 3 VARIES MIN 7.5' TO 3.2' I
2:1 SLOPE MAX, 2`� 1 VARIES 8
2X MIN. ---'� _L767, TO
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FUTURE MEANDERING SIDEWALK
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CARIES _
L EIS LINE _ _ -- ---
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t y., ENGINEER'S CONTRACTOR Or!:
PRIVATE
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL IDENTS AND
INDICATES GRIND EXISTING A.C. PAVEMENT
i
BUSINESSES ATALL TIMES. #; MINIMUM 12 FOOT !
SHALL BE
i. AND ! , 7
EXISTENCEOF�ANYtUNDERGROUND UTILITY PIPES D T STRUCTURES
INDICATES RIGHT—OF—WAY LINE
#1'AT ALL TIMES IN THE CONSTRUCTION AREA
MAINTAINEDFOR
SHOWNTHESE PLANS WERE 01yAi BY 1SEARCH OF THE AVAILABLE yrD ,
RESIDENTS AND EMERGENCY VEHICLES.
THESE LOCATIONS ARE ANO SHALL 13E CONFIRMED 13Y THE CONTRACTOR,
R.S. 96--0149, BOOK 108 OF RECORD OF SURVEYS,
PAGES 13 THROUGH 27,
SO THAT ANY ," ADJUSTMENT CAN BE MADE IN ALIGNMENT **:"D OR GRADE
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTORREQUIRED
7
MEANS OCONTROL, INCLUDING ADEQUATE AT
PRECAUTIONARY * r PROTECT
rtALL
DATE
TIMES.
LINES NOT ON RECORDOR NOT SHOWN ON THESE PLANS.
•
r rJR SHALL BEDISCONTINUED aCONSTRUCTION
, GRADINGOPERATIONSINED
',tlr'y' GENERALLY ACCEPTED
'py CONTRACTOR
'*..' y` AGREES THAT INACCORDANCE
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WIND VELOCITIES EXCEED 25 MILES PER HOUR.
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOw JOB SITE CONDITIONSDURING
�SHEET
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
21.
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THE CONTRACTOR SHALL NOT CAUSE A EXCAVATED MATERIAL, MUD,
PROPERTY. _. :..
THICONTINUOUSLY AND
MADE TO APP
REQUIREMENT SHA
'5
SILT w: DEBRIS TO DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ry.Or` r R
, ► J O r ..- 71 � O NSTr
�. 13ELIMITED O NORMALO CONTRACTOR
ADJACENT TO THE RIGHT—OF—WAY DURING CONSTRUCTION WfMOUT
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
1
].:
■ w WRITTEN APPROVAL.
T
.. CONNECTION PERFORMANCE
J .D ALLLIABILITY, i... )` w ALLEGED,
g
lY J l: FROM
iJYf EXCEPTING LIABILITY
RONPROJECT,
i22.
Y TRENCH 13ACKFILL SHALL TAKE PLACE PRIOR . illr rO M,
THE D. PROFESSIONAL. " O3
OF
TWO YEARS OF THE DATE OF APPROVALEALLARD
T,... INSPECTOR.
CITY OF FONTANA BENCHMARK NO. 361.p
,
23.
A GEOTECHNICAL SHALL
ENGINEER it BACKFILL
.... ,
.�
CHANGES
s
RE—WORKING OF THATPORTION' r
,rOi• LIABLE
ENGINEERTHE PREPARING PLANSOT rw RESPONSIBLE FOR
DENSITY IS OBTAINED.
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
w
43'
FUTURE WEST
R/W 75,
34'
EXI T.
19' R W 22'
24'
FUTURE LETTER 9' 12'
LOTEXIST. A.C. VARIES
7.27' TO 21.45'
1' 81 VARIES
MIN 3 VARIES MIN 7.5' TO 3.2' I
2:1 SLOPE MAX, 2`� 1 VARIES 8
2X MIN. ---'� _L767, TO
a
4
FUTURE MEANDERING SIDEWALK
2
k 0
N228 -1y, 11�11
41' ,
22 l 1
EXIST. A.C. VARIES
EAST
R9q/W
W� f
s
20.40' TO 20.50' t
VARIES
1.0% TO
®2.80%
CARIES _
L EIS LINE _ _ -- ---
2.
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BASIS OF BEAMGS.-
INDICATES REMOVE EXISTING A.C. PAVEMENT
r �CITY
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INDICATES GRIND EXISTING A.C. PAVEMENT
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INDICATES CENTERUNE
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41'
21'
ERT.
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FUTURE WEST //
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FUTURE LETTER , 9' 12' r
LOT
8' V RIES
MIN 311 MIN
2:1 SLOPE MAX. m
2% MIN.
4
FUTURE MEANDERING SIDEWA
EAST
R/4V
82'
41' a
2' 20' 21'
24'
EXISTING A.C. I EXISTING A.C. VARIES
VARIES 15.02' TO 15.64'
11.50' TO 12.05
5a
1' { VARIES
i I ✓� --1.07' TO
®2.80%
VARIES
EVEL 1, 76 OLIN
„'tom
EXISTING IMPROVEMENTS
INDICATES PROPOSED A.C. PAVEMENT
BASIS OF BEAMGS.-
INDICATES REMOVE EXISTING A.C. PAVEMENT
r �CITY
r
INDICATES GRIND EXISTING A.C. PAVEMENT
—
INDICATES CENTERUNE
OF
INDICATES RIGHT—OF—WAY LINE
INDICATES EXISTING IMPROVEMENTS
EAST
R/4V
82'
41' a
2' 20' 21'
24'
EXISTING A.C. I EXISTING A.C. VARIES
VARIES 15.02' TO 15.64'
11.50' TO 12.05
5a
1' { VARIES
i I ✓� --1.07' TO
®2.80%
VARIES
EVEL 1, 76 OLIN
„'tom
EXISTING IMPROVEMENTS
1 EA
10, 774 SF
BASIS OF BEAMGS.-
FONTANA, CALIFORNIA
r �CITY
r
BEARINGS ARE EASED UPON THE SOUTHERLY UNE OF THE SOUTHEAST QUARTER
OF
SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST OF THE S.B.B. & M., PER
STREET
R.S. 96--0149, BOOK 108 OF RECORD OF SURVEYS,
PAGES 13 THROUGH 27,
OFFICIAL RECORDS BEARING: N89*55'03V
No. 43976
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
1 AS NOTED
Exp. 6/30/05
6�,�;f,t � ��r :
Prepared By:
�SHEET
I-WiT
JANUARY, 2004
'5
ENGINEERING
1 "
IMPROVEMENTS NOT COMMENCE W1THW
g
TWO YEARS OF THE DATE OF APPROVALEALLARD
PREPARED FOR:
STRATHAM HOMES.
CITY OF FONTANA BENCHMARK NO. 361.p
4,
is1�,��t y
Civil Engineering - Land Surveying - Land Planning
SHOWN HEMONAUM CARRIED FORTH IN A
8253 Sierra Avenue
DLUGENT MANNM THE CITY ENGINEER MAY
2201 Dupont Drive, Suite 300
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
rs �t�
Fontana, California 92335
REQWRE REVISIONS TO
Irvine, Co. 92612
BASELINE AVENUE AND SULTANA AVENUE.
(909) 356-1515 Fax (909) 356-1795
BRING 77M INTO CONFORNANCE WITH
(949) 833-1554
AND STANDARDS IN EFFECT
ELEVATION:CONDITIONS 0
David
S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
1 EA
10, 774 SF
OF
FONTANA, CALIFORNIA
r �CITY
r
STREET
P, : .
l
.Ak
No. 43976
!' * N BY7.��y
AE
T 16009
1 AS NOTED
Exp. 6/30/05
DESIGNED By.
AE
�SHEET
I-WiT
JANUARY, 2004
1 "
P r `DRAWINGIipii�l`
N
302CITY
ENGHNEET R.C.E. 51152