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RADIUS
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C2
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280.00'
84.32'
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Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10'00'02"
110.00'
19.20'
9.62'
C2
17' 15' 14"
280.00'
84.32'
42.48'
C3
17' 15' 14"
300.00'
90.34'
45.51'
C4
130 59' 32"
320.00'
78.15'
39.27'
C5
170 15' 14"
320.00'
96.36'
48.55'
C6
170 15' 14"
300.00'
90.34'
45.51'
C7
10 01'18"
280.00'
4.99'
2.50'
C8
1 0 00' 47"
520.00'
9.19'
4.60'
C9
60 30' 18"
110.00'
12.49'
6.25'
C10
11' 32'04"
500.00'
100.66'
50.50'
C11
6' 55'45"
480.00'
58.05'
29.06'
Line Table
LINE
BEARING
LENGTH
L2
N10019'30"W
42.71'
L3
N05010'05"E
42.71'
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
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'� PROFILE - -
HORIZ 1"= 40' -
VERT 1"= 4'
14+00 15+00 16+00 17+00 18+00 19+00 20+00 PLAN 1"= 40'
SCALE IN FEET
SCALE: 1 " = 40' I I 80 120 160
VALLEY OAK LANE
SEE SHEET 5
43 44 45 46 47 48 49 50 51 52
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R. NO. 19960 - 3co
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PROP. - C11 / / 71
13 11 0 13 5
+ _ 14 - 2 TYP. _ S - _ _ - SEWER - - - g TYP.--e16 - 18+96.53 OAK MOSS AVE.
1 12 5 PROP. `� " = 16+15.17 VALLEY OAK LN.
2 WATER o 12 5
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W o°Oo U CU U TR. O. 19960 - 3 N O, CONSTRUCTION NOTES
cow + M U�
9 a `_ W w M oo O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED
63 62 61
60 59 58 57 56 54 53 TO 95%. (SEE GENERAL NOTES 31 & 32).
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
OAK MOSS AVENUE O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0.1002. (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.
O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
BENCH MARK:# 6-7 11 BASIS OF BEARINGS: ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS ENGINEER.
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 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
QFtOFESS/n
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
�Z
��°�� lwq F�
SG
MADOLE
IN -TRACT STREET IMPROVEMENT PLANS
DRAWN BY:
TRACT NO. 19960-3
SCALE:
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
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m
9302 PITTSBURGH AVE., SUrrE 230
•
W 3 No. 36637 C m
r
RANCHO CUCAMONGA, CA. 91730
JM/EH
AS SHOWN
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
�r Exp: 06-30-18 *
PHONE 909.481.6322
ngineering Communities for Life FAX 909.481.6320
OAK MOSS AVENUE
DESIGNED BY:
DATE:
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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TF o�
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GB / SCL
STA. 10+00.00,TO STA. 18+96.53
NOV. 2016
CHECKED BY
APPROVED
�F CALIF DADRAWING N0.
WEND LL L. TWAT RU EXP. 30 1 WLI 6/8/17 5603 12
CITY ENGINEER R.C.E. 51152 DATE 15
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