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CONSTRUCTION NOTES
1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED
TO 95%. (SEE GENERAL NOTES 31 & 32).
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
\ CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
\4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 11 FOR DETAILS.
\8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
\9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
CITY ENGINEER.
13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
M 36
TR. NO. 19960
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DATE:
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CONSTRUCTION NOTES
1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED
TO 95%. (SEE GENERAL NOTES 31 & 32).
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
\ CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
\4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
5O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 11 FOR DETAILS.
\8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
\9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
CITY ENGINEER.
13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
M 36
TR. NO. 19960
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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LINE
BEARING
LENGTH
L1
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42.71'
L2
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50.00'
L3
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j 50.00'
L=115.19'0.C.
50' V.C.
P.I.=86.51
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32.595' \25' 25
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Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
100 00' 02"
110.00'
19.20'
9.62'
C2
00 45'40"
518.00'
6.88'
3.44'
C3
130 02' 00"
110.00'
25.02'
12.57'
C4
214° 27' 57"
40.00'
149.73'
128.96'
C5
10° 15' 4711
500.00'
89.56'
44.90'
C6
22° 11' 37"
110.00'
42.61'
21.57'
9
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BENCH MARK: # B-7
BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
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.
QFtOFESS/n
��°�� .1 F"
=O SG
m
W 3 No. 36637 C m
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�r Exp: 06-30-18 *
� � / � 1 � ��Q-
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CFCAL�F
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SUrrE 230
� RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ngineering Communities for Life FAX 909.481.6320
� DA
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
DRAWN BY:
JM/EH
QQ�+
TRACT NO.
DEER GRASS DRIVE
STA. 10+00.00/TO STA. 20+33.98
SCALE:
AS SHOWN
DESIGNED BY:
GB I SCL
DATE:
NOV. 2016
CHECKED BY:
WLI
APPROVED
�--
6/8/17
DRAWING N0.
5603
1
15
WEND LL L. IWA URU EXP. 30 1
CITY ENGINEER R.C.E. 51152 DATE
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