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CURVE DATA
CURVE
DELTA
LENGTH
RADIUS
TANGENT
QA
33'43'59"
342.65'
582.00'
176.45'
B
85'27'34"
44.75'
30.00'
27.71'
C
30'40'42"
363.03'
678.00'
185.98'
D
23'16'41"
23.16'
57.00'
11.74'
E
144'29`06"
146.26'
58.00'
181.11'
OF
41'25'20"
475.70'
658.00'
248.78'
G
6'38'32"
96.53'
832.66'
48.32'
H
33'43'59"
353.25'
600.00'
181.91'
I
4'37'35"
48.45'
600.00'
24.45'
J
85'43'33"
44.89'
30.00'
27.84'
1S of �.
37-15'32*
414.89'
638.00'
215.08'
L
93'32'59"
40.82'
25.00'
26.60'
M
93'32'59"
73.48'
45.00'
47.88'
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TOLL FREE 11-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
FOREST GLEN DRIVE
REV.
I
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
0105
31 L .68 - /
0
0
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8
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ice` RD DRAWINGS HAVE BEEN, }7
11HE BASIS OF 114FO MAT10M Cts"
I , E ENCIN£ER'
ssLt, Amy %Ny s•frf,t.riS OR sem•`
nCORPC`RA€1=
INTOTHF
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
`: 1 CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003
4O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
8� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
W = PER PLAN.
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
22 CONSTRUCT CURB RAMP PER DETAIL BELOW
C A_l�
GROOVING PER DETAIL
RETAINING CURB
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SIDEWALK 6' TRANS. 4' J CURB FACE
` 0" CF TO 0" CF
6" CF
C®
CURB RAMP DETAIL
NTS
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.
NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 AND
SHALL BE 4" THICK.
2. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4 -
GROOVES
/4"GROOVES APPROXIMATELY 3/4" O.C. (SEE GROOVING DETAIL)
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED
SURFACE TEXTURE.
BENCH MARK: 48-17 CALTRANS
BRASS CAMP IN CONCRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND AVE.,
0.20 MI. W/O SAN SAVAINE RD. 2.65
MI. W ALONG HIGHLAND AVE., FROM
SIERRA AVE.
ELEVATION: 1428.6090
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
OF SECTION 26, T. 1 R. 6 W. SAN
BERNARDINO MERIDIAN SHOWN AS
N89'37'36"W ON A MAP FILED IN BOOK 88
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNARDINO COUNTY
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
C&v� Date : q• IN .40 Z"
R.C.E. 6218N EXP, 9-30-05
GROOVING DETAIL
NTS
0 CF TO o' CF
6" CF
SECTION "A -A"
NTS
CURB &
GUTTER
RETAINING
CURB
SECTION "C -C"
NTS
CITY OF FONTANA, CALIFORNIA
STREET PLANS
DRAWN BY- TRACT N0. 15842 S
SC/SS
DESIGNED BY: FOREST GLEN DRIVE o
MCA (FROM STA. 14+92.41 TO STA. 20+16.56)
CHECKED BY: APPROVED BY: . p
MC
t� CITY ENGINEER R.C.E. 51152 DATE
H
W
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�`
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J\67
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31 L .68 - /
0
0
0
8
8
D DF
ice` RD DRAWINGS HAVE BEEN, }7
11HE BASIS OF 114FO MAT10M Cts"
I , E ENCIN£ER'
ssLt, Amy %Ny s•frf,t.riS OR sem•`
nCORPC`RA€1=
INTOTHF
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32 )
`: 1 CONSTRUCT 6" CURB & GUTTER PER CITY STD. PLAN NO. 1003
4O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O7 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130.
8� CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
W = PER PLAN.
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN
NO. 1016 (SCE #7)
22 CONSTRUCT CURB RAMP PER DETAIL BELOW
C A_l�
GROOVING PER DETAIL
RETAINING CURB
I
p
®A A
?�
I \. J,x97
Og cR RFST
FFkS�oF�FM O
SIDEWALK 6' TRANS. 4' J CURB FACE
` 0" CF TO 0" CF
6" CF
C®
CURB RAMP DETAIL
NTS
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.
NOTES: 1. CONCRETE SHALL BE CLASS 520-C-2500 AND
SHALL BE 4" THICK.
2. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4 -
GROOVES
/4"GROOVES APPROXIMATELY 3/4" O.C. (SEE GROOVING DETAIL)
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED
SURFACE TEXTURE.
BENCH MARK: 48-17 CALTRANS
BRASS CAMP IN CONCRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND AVE.,
0.20 MI. W/O SAN SAVAINE RD. 2.65
MI. W ALONG HIGHLAND AVE., FROM
SIERRA AVE.
ELEVATION: 1428.6090
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS
THE SOUTH LINE OF THE NORTHEAST 1/4
OF SECTION 26, T. 1 R. 6 W. SAN
BERNARDINO MERIDIAN SHOWN AS
N89'37'36"W ON A MAP FILED IN BOOK 88
PAGES 36-42, INCLUSIVE, OF SURVEY,
RECORDS OF SAN BERNARDINO COUNTY
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
C&v� Date : q• IN .40 Z"
R.C.E. 6218N EXP, 9-30-05
GROOVING DETAIL
NTS
0 CF TO o' CF
6" CF
SECTION "A -A"
NTS
CURB &
GUTTER
RETAINING
CURB
SECTION "C -C"
NTS
CITY OF FONTANA, CALIFORNIA
STREET PLANS
DRAWN BY- TRACT N0. 15842 S
SC/SS
DESIGNED BY: FOREST GLEN DRIVE o
MCA (FROM STA. 14+92.41 TO STA. 20+16.56)
CHECKED BY: APPROVED BY: . p
MC
t� CITY ENGINEER R.C.E. 51152 DATE
H
W
Li
H
I
N
lqt
00
N
rY
J:\SUMITT\TR15842\streets\st4.dwn. 09/24/2002 12:26:38 PM. BL