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VERT 1' 4/
LT
T-11'
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A 09.2
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L C_�_A4 J2 41 �i', t
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12+00 11+00 10400 11+00 12+00 PLAN 1'= 40' 13+00 14+00 15+00 16+00 17+00 18+00
ROCK POINT LANE DELAMAR DRIVE 5' 5' 14' _6' 5'
A 9!: A SCALE IN FEET
- I w- it >4
TRA C T NO.
16427-5
2
TRA C T NO.
16427-4 ca
C�o
12
C>
C> 9
4F.-1 q
C>
0 2
;v. 2
Now 9
co
6
7M� NO -
TRA Co
164
7
SNOWY PEAK LANE
SEE SHT 6
RUBY PEAK LANE
SEE SH T. 4
PROP R/W
4,
122'
tK
16"; PA RK
TRA C T NO.
16427-5
CONSTRUCTION NOTES �.n ROCK POINT LANE
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2). _44K
Cl-_ CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 102
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. SID. PLAN J1J-1 AND DETAIL HEREON.
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
&--INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
INSTALL STREET LIGHT, KING LUMINAIRE // K1 18E -EAR- 11 - 100 (MOG)-HPS- 120-
K14-PR-hSS-7SS-SCE (HEIGHT=14.5)
3
10 �
4
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
12
DEL TA
00 0�
LENGTH
TANGENT
Ci
cz�
J20.00
502.65
J20.00
C2
cy)
cn
to, Q:
J00.00
ci
90*00,00"
5 6
u
(�6
tL'l
OL
0
�§fSCALE-��11 �-=�40�
7 8 9
10 �
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
12
DEL TA
RADIUS
LENGTH
TANGENT
Ci
C Z
c L
J20.00
502.65
J20.00
C2
90,00,00"
J00.00
471.24
J00.00
ci
90*00,00"
280.00
cl
280.00
C4
89'47J8"
Jo. 00
4702
29.89
C5
;
Jo. 00
472J
Jo. 11
C6
90100,00"
Lo
J9.27
Q;
C7
LIJ
Lo
25.00
L
25.00
C8
16*2544 "
105.50
JO.25
PROP. 81�,SEWER'0 PROP.: 8" SEWER
0� " _ -0 Z__ - - ___
Ae r V
00*03 V-
5
I /f
PROP. WATER-,, PROP. S.D.-"'
PROP. S.D.
PROP. 8 WA TER
5
__4�7 7�
4971
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
M
D6 L6
CURVE TABLE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
C
DEL TA
RADIUS
LENGTH
TANGENT
Ci
C Z
c L
J20.00
47
MI.
DE.LAMAR DRIVE
LINE TABLE
LINE BEARING LENGTH
Ll N 16*294 1 W 50.00
L2 N16'21'47"E 50.00
45
m
43
SQUARE TOP LANE
SEE SHT. 8
REV. REVISION DESCRIPTION DATE ENGR. C11Y 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
REC.-DW6r.r-ORTRACT RAZI-50W�hlo_ TO BRING THEM INTO CONFORMANCE WITH
RV_C - V)Nqt... �-'Q?LTVLkCT 1Lm4-X7 010 -\I kh-6yo, 14,� /W P CONDITIONS AND STANDARDS IN EFFECT.
LAj
o� L
22
13
ri
21
14 2
1�
Z�vk
C8
PROP. 8 " SEWER
17
PROP. 8",W4TER,,,,
C9
CURVE TABLE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Ci
90,00,00"
J20.00
502.65
J20.00
C2
90,00,00"
J00.00
471.24
J00.00
ci
90*00,00"
280.00
4J9.82
280.00
C4
89'47J8"
Jo. 00
4702
29.89
C5
;
Jo. 00
472J
Jo. 11
C6
90100,00"
25.00
J9.27
25.00
C7
90,00,00"
25.00
L
25.00
C8
16*2544 "
105.50
JO.25
15.2J
C9
16'2544 "
105.50
JO.25
15.2J
CIO
212*5 1'27"
J8.00
141.17
128.87
io 1
*5'
25.�
PROP RIW
PROP RIW 5.5'-
1_ 20T
1 _11?o,
5.5'
42
23
51
ALI.E. & SIDEWALK7
51
A
��U.E. & SIDEWALK
S4SEMEN;
E4SEMENT
SQUARE TOP LANE
SEE SHT. 8
REV. REVISION DESCRIPTION DATE ENGR. C11Y 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
REC.-DW6r.r-ORTRACT RAZI-50W�hlo_ TO BRING THEM INTO CONFORMANCE WITH
RV_C - V)Nqt... �-'Q?LTVLkCT 1Lm4-X7 010 -\I kh-6yo, 14,� /W P CONDITIONS AND STANDARDS IN EFFECT.
LAj
o� L
22
13
ri
21
14 2
1�
Z�vk
C8
PROP. 8 " SEWER
17
PROP. 8",W4TER,,,,
C9
CURVE TABLE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Ci
90,00,00"
J20.00
502.65
J20.00
C2
90,00,00"
J00.00
471.24
J00.00
ci
90*00,00"
280.00
4J9.82
280.00
C4
89'47J8"
Jo. 00
4702
29.89
C5
90*1222"
Jo. 00
472J
Jo. 11
C6
90100,00"
25.00
J9.27
25.00
C7
90,00,00"
25.00
J9.27
25.00
C8
16*2544 "
105.50
JO.25
15.2J
C9
16'2544 "
105.50
JO.25
15.2J
CIO
212*5 1'27"
J8.00
141.17
128.87
SQUARE TOP LANE
SEE SHT. 8
REV. REVISION DESCRIPTION DATE ENGR. C11Y 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
REC.-DW6r.r-ORTRACT RAZI-50W�hlo_ TO BRING THEM INTO CONFORMANCE WITH
RV_C - V)Nqt... �-'Q?LTVLkCT 1Lm4-X7 010 -\I kh-6yo, 14,� /W P CONDITIONS AND STANDARDS IN EFFECT.
LAj
o� L
22
13
ri
21
14 2
1�
Z�vk
C8
PROP. 8 " SEWER
17
PROP. 8",W4TER,,,,
C9
20
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BE14RINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYI� E REEK RD
124j5g
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO' E ON REdoRD
J4J NORTH OF HIGHLAND 0 2 MI WEST OF SURVEY M P FILED IN
B. 11 /.g
OF SAN SEVAINE RD., 2.�� )0 WEST R.S. 9 101
OF SIERRA A VE.
ELEVATION: 1428.609
1 10+1372 cl CB A2
W= if,' V=5'
15 H=4 H, =0. 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A
10,
16
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
6�1
cl DWY c
10601 CHURCH STREET I STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
lkg_�"Date
W= 12'
TRACT NO. 16427
16427-4 & 16427-5
DR'7,& flOCK POINT LIN
I
SCALE:
AS SHOWN
'IQ
N
It-
ST LIGHT
DATE:
AUGUST 200J
CHECKED BY:
APPVVED BY:
DRAWING NO.:
3514
ri
1)
R.C.E. 36637 EXP. 06 30-04
C
20
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BE14RINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYI� E REEK RD
124j5g
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO' E ON REdoRD
J4J NORTH OF HIGHLAND 0 2 MI WEST OF SURVEY M P FILED IN
B. 11 /.g
OF SAN SEVAINE RD., 2.�� )0 WEST R.S. 9 101
OF SIERRA A VE.
ELEVATION: 1428.609
1 10+1372 cl CB A2
W= if,' V=5'
15 H=4 H, =0. 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A
10,
Z�
0/iJIIV
LOCAL DEPRESSION DETAIL (�2ASE A
1'�_- 10,
4s
Prepared Under The SupeNision Of :
16
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
6�1
cl DWY c
10601 CHURCH STREET I STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
lkg_�"Date
W= 12'
TRACT NO. 16427
16427-4 & 16427-5
DR'7,& flOCK POINT LIN
I
SCALE:
AS SHOWN
'IQ
N
It-
ST LIGHT
DATE:
AUGUST 200J
CHECKED BY:
APPVVED BY:
DRAWING NO.:
3514
�
cl DWY
R.C.E. 36637 EXP. 06 30-04
EER R.C.E. 51152 DATE
C7
17
118
cl DWY
W= 12'
18
Z�
0/iJIIV
LOCAL DEPRESSION DETAIL (�2ASE A
1'�_- 10,
4s
Prepared Under The SupeNision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
6�1
PRIVATE STREET IMPROVEMENT PLANS
10601 CHURCH STREET I STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
lkg_�"Date
DRAWN BY:
MA/SC
TRACT NO. 16427
16427-4 & 16427-5
DR'7,& flOCK POINT LIN
I
SCALE:
AS SHOWN
'IQ
N
It-
DESIGNED BY:
EF _-DELAMAR
DATE:
AUGUST 200J
CHECKED BY:
APPVVED BY:
DRAWING NO.:
3514
�
I
R.C.E. 36637 EXP. 06 30-04
EER R.C.E. 51152 DATE
GB
118
J:\126-1769\Streets\ST17.dwa. 02/18/2004 03:25:05 PM. DM