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AUGUSTA DRIVE
SEE DWG. No. 2684
SHT. 6 of 13
DORAL LANE
DELTA/BEARING
RADIUS
LEWDIST.
TANGENT
A 92`30'02"
30.00'
48.43'
31.34'
1
25.00'
38.22'
23.97'
C 84'1 O' 1 1 "
25.00'
36.73'
22.58"
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13 SAWCUT & REMOVE CURB/GUTTER, SIDEWALK & AC PAVEMENT
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BENCH MARK: No. 615
BASIS OF BEARINGS
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HE BEARING OF N89'30'06"E ALONG
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11 +71.00 cl INT.
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86' 0'33" E _
FIRESTONE DR.
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S.B.M. PER R.S. WAS USED AS
HE BASIS OF BEARINGS FOR THIS
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PLAN. 11
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ILL!
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AUGUSTA DRIVE
SEE DWG. No. 2684
SHT. 6 of 13
DORAL LANE
DELTA/BEARING
RADIUS
LEWDIST.
TANGENT
A 92`30'02"
30.00'
48.43'
31.34'
B 87'35'55"
25.00'
38.22'
23.97'
C 84'1 O' 1 1 "
25.00'
36.73'
22.58"
DELTA/BEARING RADIUS LEN./DIST. TANGENT
A 87'42'54" 30.00' 45.93' 28.83'
B 91'56'41 " 25.00' 40.12' 25.86'
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DRIVE
AUGUSTA 2684
5 J SEE DWG.No
SHT. of 1_ 3—
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� INVERNESS LN.
11+69-00 cl INT.
19+25.17 FIRESTONE DF
"��DRIVE �I ' 11
FIRESTONE J Z ? s 22' 2r 20' 119
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SEE SHT- No3 N o r, FIRESTONE DRIVE
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II
CONSTRUCTION NOTES
D DRAY „amu 1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
- --- O NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
THESE F 91) DRAWINGS HAVE BEEN PF15'.-.
PART, Ot, BASIS OF INFORMATIONCOMPIi A. 0 O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003
FURNISHED L ';' OTHERS. THE ENGINEER WIL'
RESPONSIBLE FOR ANY ERRORS OROMISSICN7, gCONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN N0. 105
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS W -PER PLAN MODIFIED TO 8' WIDE.
A RESULT I HEREOF.
® CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
REV. REVISION DESCRIPTION
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
45
AUGUSTA DRIVE FIRESTONE DRIVE
SEE DWG. No 2757 SEE SHT. No. 2
EAST LAKE LANE
O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
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10 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND
109-74.81
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13 SAWCUT & REMOVE CURB/GUTTER, SIDEWALK & AC PAVEMENT
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BENCH MARK: No. 615
BASIS OF BEARINGS
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RAILROAD SPIKE AT INTERSECTION
HE BEARING OF N89'30'06"E ALONG
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DORAL LN.
11 +71.00 cl INT.
t=25+01.31
in
HE No. LINE OF SEC. 30, T.1 N.,R.5W.,
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86' 0'33" E _
FIRESTONE DR.
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S.B.M. PER R.S. WAS USED AS
HE BASIS OF BEARINGS FOR THIS
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PLAN. 11
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DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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10601 CHURCH'' 107
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� INVERNESS LN.
11+69-00 cl INT.
19+25.17 FIRESTONE DF
"��DRIVE �I ' 11
FIRESTONE J Z ? s 22' 2r 20' 119
U Q
SEE SHT- No3 N o r, FIRESTONE DRIVE
LJ p
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0
UJ +
z INVERNESS LANE
II
CONSTRUCTION NOTES
D DRAY „amu 1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
- --- O NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
THESE F 91) DRAWINGS HAVE BEEN PF15'.-.
PART, Ot, BASIS OF INFORMATIONCOMPIi A. 0 O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003
FURNISHED L ';' OTHERS. THE ENGINEER WIL'
RESPONSIBLE FOR ANY ERRORS OROMISSICN7, gCONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN N0. 105
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS W -PER PLAN MODIFIED TO 8' WIDE.
A RESULT I HEREOF.
® CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
REV. REVISION DESCRIPTION
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TOLL FREE -qmmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
45
AUGUSTA DRIVE FIRESTONE DRIVE
SEE DWG. No 2757 SEE SHT. No. 2
EAST LAKE LANE
O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O INSTALL STREET NAME SIGN PER CITY STD. PL. NO. 139
10 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND
13 SAWCUT & REMOVE CURB/GUTTER, SIDEWALK & AC PAVEMENT
BENCH MARK: No. 615
BASIS OF BEARINGS
RAILROAD SPIKE AT INTERSECTION
HE BEARING OF N89'30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS
HE No. LINE OF SEC. 30, T.1 N.,R.5W.,
AVE., IN POWER POLE N0. 9011E
ON THE EAST SIDE OF CITRUS AVE.
S.B.M. PER R.S. WAS USED AS
HE BASIS OF BEARINGS FOR THIS
SIERRA
LADES SPECIFIC
PLAN
ELEVATION 1467.59
PLAN. 11
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
�opR O S11
s F�
Prepared
Under The Supervision of :
PREPARED IN THE OFFICE OF
MADOLEANDASSOCIATES, INC.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
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STE
10601 CHURCH'' 107
cuCaM CA 9930
DRAWN BY:
TRACT N 0 16097
SCALE:
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PHONE �948-
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SCL SS
.
AS SHOW?
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp: 9-30-05
* *
DESIGNED BY:
SCL__.
DORAL,'IN'��JERNF.SS LANE &
LANE
DATE:
OCT. 2001
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
�TFOFrCAL�FO��
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CHECKED BY:
0 D BY:
DRAWING NO.:
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STANDARDS IN EFFECT.
R.C.E. 6218<3 EXP.9-30-05
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2980
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CITY ENGINEER R.C.E. 51152 DATE
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