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Line Table
Line #
Length
Direction
L1
29.737
N45° 41' 11.61"W
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88.733
N89' 19'25,45"E
L3
30.858
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L4
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N89° 18'48.54"E
L5
4.256
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15.71
15.71
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16 15 14 13 12 11
Line Table
Line #
Length
Direction
L1
29.737
N45° 41' 11.61"W
L2
88.733
N89' 19'25,45"E
L3
30.858
N71' 01'59.67"W
L4
242.935
N89° 18'48.54"E
L5
4.256
N500 41' 11.46"W
Curve Table
Curve #
Delta
Radius
Length
TANGENT
C1
045°00'00"
22.50
17.67
17.67
C3
019°39'10"
22.50
7.72
7.72
C4
040°00'00"
22.50
15.71
15.71
C2
017°25'00"
22.50
6.84
6.84
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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GARDENS STREET
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REV. REVISION DESCRIPTION DATE ENGR. I 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.
10
E•
-1760
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'01, /
CYPRESS AVENUE
BENCH MARK: # 6.7 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'
PREPARED UNDER THE SUPERVISION OF:
MADOLE
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RANCHO CUCAMONGA, CA. 91730
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REV. REVISION DESCRIPTION DATE ENGR. I 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.
10
E•
-1760
w
J I J
)
'01, /
CYPRESS AVENUE
BENCH MARK: # 6.7 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'
PREPARED UNDER THE SUPERVISION OF:
MADOLE
90
3 2 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
E ineering Communities for Life
FAX 9099A881.6320
64 DATE#
WENDE L. 1WATfRU
EXP. -301
R.C.E. 4p637
PROFILE
HORIZ 1"= 40'
VERT 1' = 4'
PLAN 1"= 40'
SCALE IN FEET
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CONSTRUCTION NOTES
0
1O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O2 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
3O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O4 REMOVE PIPE CLOSURE AND CONNECT STREET DRAIN
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: GARDENS STREET SCIVI AS SHOWN
DESIGNED BY: GRASSLAND AVE. TO CYPRESS AVE. DATE:
WLI WATER QUALITY TREATMENT PIPE JANUARY, 2017
CHECKED BY: APPRO\_/GD BY: DRAWING NO. 2
wu Gam 6/8/17
5586-A 2
CITY ENGINEER R.C.E. 51152 DATE
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