HomeMy WebLinkAbout3057-3FOREST OAKS PL.
SEE SHEET NO. 2
1po
O.
AUGUSTA DRIVE
TR. 15908 ST. IMP. PLANS
M SHT. 4 OF 8, DWG. NO. 2772
+W
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it
I
1 ee•ne• N 3 j TC�9J
MAGNOLIA
DELTA/BEARM
RADIUS
LEK/DIST.
TANCEW
A
88'45'27"
25.00
38.73
24.46
B
92-05'11 "
25.00
40.18
25.93
C
N 00.16'44"E
20.00
THE EAST SIDE CITRUS AVE.
D
26'24'27"
300.00
138.27
70.39
E
233'56'23"
38.00
155.15
74.68
F
59'07'28"
57.00
58.82
32.33
G
26'24'27"
318.00
146.57
74.61
H
21-13'22"
282.00
104.45
52.83
I
90'00'00"
25.00
39.27
25.00
J
1 88'37'02"
25.00
38.67
24.40
K
1 86'35'46"
25.00
37.78
23.56
L
1 90'00'00"
25.00
39.27
25.00
M
35'41'22"
139.76
87.06
44.99
ME
3057
,
-
-
RCF. 62183 EXP. 930-05
ITY ENGINEER R.C.E. 51152 DATE
ON
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FOREST OAKS PL.
SEE SHEET NO. 2
1po
O.
AUGUSTA DRIVE
TR. 15908 ST. IMP. PLANS
M SHT. 4 OF 8, DWG. NO. 2772
+W
� I
it
I
1 ee•ne• N 3 j TC�9J
MAGNOLIA
MAGNOLIA WAY
\ 11 +81.30 cl. INT.
=35+04.71 AUGUSTA DR
SCALE IN FEET
40 80 120 1
O
O c0
6
o
+ m
19 21
200 _+ --j 22
---- A------ ----------
cr.
i 23
1�;
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28)
2O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
4O ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE.
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
W = PER PLAN.
O6 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
7 INSTALL STREET NAME SIGN
9O CONSTRUCT RAMP CURB RETURN PER CITY STD. PLAN NO. 1006
11 CONSTRUCT P.C.C. CROSS -GUTTER PER CITY STD. PLAN NO. 105
W=PER PLAN MODIFIED TO 8'.
12 REMOVE BARRICADE
0
II
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J
In
FOREST OAKS PL.
SEE SHEET NO. 2
50 ,
ESSEX WAY
10+00.00 cl. INT.
=15+66.07 FOREST OAKS PL.
C�N
AUGUSTA DRIVE
TR. 15908 ST. W. PLANS
SHT. 4 OF 8, DWG. NO. 2772
-- - j \
16 3 �f \
�� / `13 xS2RN i i +
+ m
15
RF
do� 7' 20' 20' 7 I 7
2p • �' A� 54'
S4. 2°" ` 4 ESSEX WAY
COPPERHEAD COURT
O REV. REVISION DESCRIPTION
0
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
No. 62183 RECORD DRAWING
- 3 d • D THESE RECORD DRAWINGS WMgS HAVE BEEN PREPARED, IN
t # PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS V*40 1
HAVE BEEN RICORPORATED INTO THE DOCLOAM I<AS
A RESULT TH000F.
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
/Z/d A Fyy
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
� �7 03
STANDARDS IN EFFECT.
ESSEX WAY
\
11+85.55 cl. INT.
=37+80.85 AUGUSTA DR.
I
I
II
I
I
1
DELTA/BEARM
RADIUS
LEK/DIST.
TANCEW
A
88'45'27"
25.00
38.73
24.46
B
92-05'11 "
25.00
40.18
25.93
C
N 00.16'44"E
20.00
THE EAST SIDE CITRUS AVE.
D
26'24'27"
300.00
138.27
70.39
E
233'56'23"
38.00
155.15
74.68
F
59'07'28"
57.00
58.82
32.33
G
26'24'27"
318.00
146.57
74.61
H
21-13'22"
282.00
104.45
52.83
I
90'00'00"
25.00
39.27
25.00
J
1 88'37'02"
25.00
38.67
24.40
K
1 86'35'46"
25.00
37.78
23.56
L
1 90'00'00"
25.00
39.27
25.00
M
35'41'22"
139.76
87.06
44.99
�� tp
3057
,
-
-
RCF. 62183 EXP. 930-05
ITY ENGINEER R.C.E. 51152 DATE
.IAA9A_i 17*,X.t, t.\.t l riven
n9/ni MnO 11
MAGNOLIA WAY
\ 11 +81.30 cl. INT.
=35+04.71 AUGUSTA DR
SCALE IN FEET
40 80 120 1
O
O c0
6
o
+ m
19 21
200 _+ --j 22
---- A------ ----------
cr.
i 23
1�;
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28)
2O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
4O ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE.
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
W = PER PLAN.
O6 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
7 INSTALL STREET NAME SIGN
9O CONSTRUCT RAMP CURB RETURN PER CITY STD. PLAN NO. 1006
11 CONSTRUCT P.C.C. CROSS -GUTTER PER CITY STD. PLAN NO. 105
W=PER PLAN MODIFIED TO 8'.
12 REMOVE BARRICADE
0
II
w
J
In
FOREST OAKS PL.
SEE SHEET NO. 2
50 ,
ESSEX WAY
10+00.00 cl. INT.
=15+66.07 FOREST OAKS PL.
C�N
AUGUSTA DRIVE
TR. 15908 ST. W. PLANS
SHT. 4 OF 8, DWG. NO. 2772
-- - j \
16 3 �f \
�� / `13 xS2RN i i +
+ m
15
RF
do� 7' 20' 20' 7 I 7
2p • �' A� 54'
S4. 2°" ` 4 ESSEX WAY
COPPERHEAD COURT
O REV. REVISION DESCRIPTION
0
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
No. 62183 RECORD DRAWING
- 3 d • D THESE RECORD DRAWINGS WMgS HAVE BEEN PREPARED, IN
t # PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS V*40 1
HAVE BEEN RICORPORATED INTO THE DOCLOAM I<AS
A RESULT TH000F.
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
/Z/d A Fyy
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
� �7 03
STANDARDS IN EFFECT.
ESSEX WAY
\
11+85.55 cl. INT.
=37+80.85 AUGUSTA DR.
I
I
II
I
I
1
D
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gb
COPPERHEAD COURT- FROM FOREST OAKS TO ±250' W'LY OF FOREST OAKS
BENCHMARK. No. 615
BASIS OF BEAF84M
MAGNOLIA WAY - FROM AUGUSTA DR. TO FOREST OAKS
PLACE ;
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N89'30'06"E ALONG
THE No. LINE OF SEC. 30, T.1 N.,R.5W.,
ESSEX WAY - FROM AUGUSTA DR. TO FOREST OAKS
PLACE
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011 E
S.B.M. PER R.S. 58/5, WAS USED AS
THE EAST SIDE CITRUS AVE.
THE BASIS OF BEARINGS FOR THIS
PLAN.
SIERRA LAKES SPECIFIC
PLAN
1
ELFVATI467.59
EL OPk 1
I
I
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
QF#Egti
Fti
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STREET IMPROVEMENT PLANS
R7VL;110601
04FICH STRUT , STE 1107
DRAWN BY:
i
No. 62183 �,
RANCHoP,KM"� X130
"'" -M
SCL Ss
TRACT N0. 16096
SCALE:
SHOWN
* Exp: 9-30-05
MAGNOLIA WAY, ESSEX WAY
DESIGNED BY:
DATE:
SCL
coP MCOURT
SEPT. 2001
�► v ��-
FOFCAL
Date :'1-'�( "o v
L3
CHECKED BY
0 [BY:
DRAWING NO.:
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3057
,
-
-
RCF. 62183 EXP. 930-05
ITY ENGINEER R.C.E. 51152 DATE
.IAA9A_i 17*,X.t, t.\.t l riven
n9/ni MnO 11
•ni:•9A Au
D
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