HomeMy WebLinkAbout3438-767
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LINE TABLE
LINE BEARING LENGTH
Ll N73'31'00"E 50.00
F - N73'5746"W 50.00
CURVE
TABLE
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RADIUS
LENGTH
TANGENT
Cl
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30.00
47.11
29.98
C2
16' 1537"
112.00
31.79
16.00
C3
212'31'13"
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130.29
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LINE TABLE
LINE BEARING LENGTH
Ll N73'31'00"E 50.00
F - N73'5746"W 50.00
CURVE
TABLE
I��
22'i
I
o� -_j2
RADIUS
LENGTH
TANGENT
Cl
��
30.00
47.11
29.98
C2
16' 1537"
112.00
31.79
16.00
C3
212'31'13"
Use
140.95
130.29
C4
I
� s
1
30.02
40
III
LINE TABLE
LINE BEARING LENGTH
Ll N73'31'00"E 50.00
F - N73'5746"W 50.00
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
RECORD DRAWING
D7 w 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.
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION OF
CITRUS AVENUE AND LOS CEDROS
AVENUE, IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVENUE.
ELEVATION: # 1467.59
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" OF 959 COMPACTED
NA77VE MATERIAL (SEE GENERAL NOTES 31 & 32)
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE TO GRADE PER CITY STD. 109
1� ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
1� SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT
18 CONST DRIVEWAY PER CITY 57U.. PLAN NO.103 (W PER PLAN)
19 INSTALL Rl STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
RECORD DRAWING
QTHESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
$43 &.4
r�lq7
BASIS OF BEARINGS:
4E BEARING OR N 89'40'40" E ALONG THE
RUTH LINE OF SECTION 30,
7WNSHIP 1 NORTH, RANGE 5 WEST,
4N BERNARDINO MERIDIAN, AS SHOWN ON
7. NO. 15908, FILED IN BOOK 271, PAGES
4 THROUGH 39 OF MAPS, WAS USED
S THE BASIS OR BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
Q
'}eSU, PREPARED IN THE OFFICE OF
deMADOLE AND ASSOCIATES, INC.
No. 65195 10601 CHURCH STREET, STE.-107
C5 RANCHO CUCAMONGA, CA 91730
67
Expo 9-30-05 Q PHONE (909) 948-1311
9T CIVI\-
�OFCALIF� Date �f -Z
RCE 65195 v EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY: SCALE:
CC TRA C T 1 V 363 CC MJG �` /� 1 "= 40'
DESIGNED BY: I Cj H T J IA R COURT DATE:
MJG/L NOV. 2003
C D BY- APP OVED BY: / ODRAWING NO.:
MJG LP �.` ^ey 7
/ CITY ENGINEER R.C.E. 51152 DATE 3438 9
JA685-1650\streets\st07.dwg, 04/29/2004 01:57:42 PM, cc
CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
89'5758"
30.00
47.11
29.98
C2
16' 1537"
112.00
31.79
16.00
C3
212'31'13"
38.00
140.95
130.29
C4
90'02'02" T30.00
47.14
30.02
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
RECORD DRAWING
D7 w 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.
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION OF
CITRUS AVENUE AND LOS CEDROS
AVENUE, IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVENUE.
ELEVATION: # 1467.59
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" OF 959 COMPACTED
NA77VE MATERIAL (SEE GENERAL NOTES 31 & 32)
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O8 CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
12 ADJUST MANHOLE TO GRADE PER CITY STD. 109
1� ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
1� SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT
18 CONST DRIVEWAY PER CITY 57U.. PLAN NO.103 (W PER PLAN)
19 INSTALL Rl STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
RECORD DRAWING
QTHESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
$43 &.4
r�lq7
BASIS OF BEARINGS:
4E BEARING OR N 89'40'40" E ALONG THE
RUTH LINE OF SECTION 30,
7WNSHIP 1 NORTH, RANGE 5 WEST,
4N BERNARDINO MERIDIAN, AS SHOWN ON
7. NO. 15908, FILED IN BOOK 271, PAGES
4 THROUGH 39 OF MAPS, WAS USED
S THE BASIS OR BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
Q
'}eSU, PREPARED IN THE OFFICE OF
deMADOLE AND ASSOCIATES, INC.
No. 65195 10601 CHURCH STREET, STE.-107
C5 RANCHO CUCAMONGA, CA 91730
67
Expo 9-30-05 Q PHONE (909) 948-1311
9T CIVI\-
�OFCALIF� Date �f -Z
RCE 65195 v EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY: SCALE:
CC TRA C T 1 V 363 CC MJG �` /� 1 "= 40'
DESIGNED BY: I Cj H T J IA R COURT DATE:
MJG/L NOV. 2003
C D BY- APP OVED BY: / ODRAWING NO.:
MJG LP �.` ^ey 7
/ CITY ENGINEER R.C.E. 51152 DATE 3438 9
JA685-1650\streets\st07.dwg, 04/29/2004 01:57:42 PM, cc