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-B
12+52.45 cl CB B2 c
W=4' V=5'
H=4 " H, =O. 16'
L
KNOX AVE.
0
cf)
SEE DE TA
ABOVE RIG
CA TCH BASIN
RESSION DET
1'�-- 10'
ON PEAK WAY
RED SPUR COURT
SEE SHT 10
'.0)
V6 "c 4
J. 00 cl CB B 1
W= 7' V=5'
H=4 - H, =0. 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A
TRACT NO
16427-3
CURVE
CURVE TABLE
RADIUS
LENGTH
TANGENT
DEL TA
RADIUS
LENGTH
TANGENT
-CURVE
ci
90100,00"
J5. 00
54.98
J5. 00
C2
90*00,00 "
J5. 00
54.98
J5. 00
ci
24'10,39 "
27.00
1 1.J9
5.78
C4
24'10'39 "
JO.00
12.66
6.4J
C5
9'12'25"
50.00
8. 01
4.OJ
C6
1J*1 1'45"
50.00
11.52
5.78
C7
24'1 Q'J9 "
27.00
1 I.J9
5.78
C8
24 * 1 Q'J9 "
JO.00
12.66
6.4J
C9
15* 19'21 "
I i0o. 00
80.2J
40.J6
CA TCH BASIN
RESSION DET
1'�-- 10'
ON PEAK WAY
RED SPUR COURT
SEE SHT 10
'.0)
V6 "c 4
J. 00 cl CB B 1
W= 7' V=5'
H=4 - H, =0. 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A
TRACT NO
16427-3
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
-CURVE
Cio
92525"
280.00
46.05
2J. 08
Cii
6'444J"
J20.00
J7.67
18.86
C 12
15'1,9'21 "
JoO. 00
80.2J
40.J6
Cii
15'19'21 "
280.00
74.88
J7.66
C 14
15'1,9'21 "
J20.00
85.58
4J. 05
C 15
90,00,00"
JO.00
47.12
Jo. 00
C 16
'90,00,00"
JO.00
47.12
Jo. 00
C17
21751'49"
9.00
J4.22
26.24
F- C 18
J75 1'49 "
1 10.00
6.61
J. 4J
CA TCH BASIN
RESSION DET
1'�-- 10'
ON PEAK WAY
RED SPUR COURT
SEE SHT 10
'.0)
V6 "c 4
J. 00 cl CB B 1
W= 7' V=5'
H=4 - H, =0. 16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (�2ASE A
TRACT NO
16427-3
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C 19
180100,00"
7.00
21.99
INFINITE
C20
180100,00"
6.00
18.85
INFINITE
C21
180,00,00"
6.00
18.85
INFINITE
C22
1'54J5"
J06.00
10.20
5.10
C2J
1'54J5"
294.00
9.80
4.90
C24
90100,00"
J5.00
54.98
J5.00
C25
90,00,00"
J5.00
54.98
J5.00
C26
24*10'J9"
27.00
1 1.J9
5.78
C27
24'1 Q'J9 "
0
12.66
6.4J
P.U.L. & SOLWALK
EASEMENT
SCALE IN FEET
1 80 120
LOST HORSE DRIVE
SEE SHT 11
UN T PINES WAY
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C28
24 * 1 O'J9 "
27.00
1 1.J9
5.78
C29
24'1 Q'J9 "
JO.00
12.66
6.4J
Cio
89*47J8"
Jo. 00
47.02
29.89
ci 1
90* 12'22 "
Jo. 00
472J
Jo. 11
02
2175 1'49
9.00
J4.22
26.24
CJJ
J75 1'49
10.00
6.61
J. 4J
CJ4
180*00,00
7.00
21.99
INFINITE
CJ5
180*00,00"
6.00
18.85
INFINITE
CJ6
180*no'oo"
6.00
18.85
INFINITE
TOLL FREE -qqmmp"-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
X=,- C40ZD P W40. PM 7XAC-T 144?,7- 3
F,EC.DW &. n 11ZA Cr I (PIZ? -5 4
TRACT BNORY.
16+16.02 cl PINES WAY
=15+97.47 cl LOST HORSE DR
wMim
40
�4.'U.E. & SIDEWALK
EASEMENT
160 KNOX A VE.
DRAWING No. JJ99
SEE SHT. 4
olaari
Lu
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c
Q)
DELAMAR DRIVE AUBY PEAK LAME
SEE SHT 17 1 "=40'
51
P.U.E. & SIDEWAL P U E. & SIDEWALK
3 S4SEMENT
10+71.50 cl
48
.5, ]11?5- w=7,
V=5' 0 16'
zo 5.5'
H=4 HI
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PROP. RIW
[11�� 01
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Q�
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6
12 PROP. A TER 49 G
6
0,2
a. 3 637 1=
11 +86. 11 cl RUBY PE4K LN CA TCH BASIN
(�2ASE B)
=10+00.00 cl ROCK POINT LN <
1'�- I o'
N 89�1111-'T5 m/h!
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TLIC�HT�
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PROP. S. D.J)
C28
CONSTRUCTION NOTES
1610 07
<
LQ r PARK CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
lis
0 F c� I'll �- -- , NATIVE MATERIAL (SEE GENERAL NOTES J1 & J2 .
'A QQ Q) -111i . 10"%
R 0 R C; D F- �AkAf I
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
Lo THESE nE'�:'AD DRAVVINCR, HAVIE
341' 1 J4 PC, Pq;:PARED, IN CONSTRUCT 8" CF P.C.C. CURB PER CITY ST9. PLAN NO. 100J.
PA RT, (4N T 1% -S I L OF 0 ��`M 'D
Q) w,3FORMA PILED AN
12' ?22' '2 FURNi�;HE',..,Y OTHIERS,'ri-iE ENGVN`1-,,�;-9 WILL NOT BE f -6)- CONSTRUCT 4" P.C. C. SIDEWALK PER CITY STD PLAN NO. 10 15.
RESPONSIBLE FOR ANY ERRORS OR UMISSIONS WHiCl-r-
2 HAVE BEEN INCORPORATED INTO THE DOCUMENTS ASq8)�i CONSTRUCT LOCAL DEPRESSION PER A. P. W.A. STD. PLAN J 1J- I AND DETAIL
A RESULT THEREOF ON PLAN.
TRACT NO ROCK POINT LANE
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
SEE SHT 17 STD. NOS. 109 & 1JO.
16427-5
SEE DETAIL ABOVE RIGHT---' Ca 63-A
V
13+ 1-82 cl
--0.16'
4
(01�9 /
:-� I
'IT
4
6..
zt
DATE I ENGR. I CITY I DATE
ti Ist
64.41
41%
6'
5 1
4.14 14
EG 5 1
CA TCH BASIN
LOCAL DEPRESSION DETAIL (CASE A
10'
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.
Qg)--INSTALL STREET NAME SIGN PER CITY STD. NO. 1J,9.
INSTALL STREET LIGHT, KING LUMINAIRE j K1 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5) 6 A
RUBY PEAK LANE CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHT NO. J.
CONSTRUCT 4 112" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2).
SAWCUT & REMOVE EXIST. AC BERM. JOIN & MATCH EXIST. A.C. PAVEMENT.
BENCH MARK: 18- 17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8 -17. A THE BASIS OF BE4RINGS FOR THIS MAP
Col
C�ET
BRASS CAP IN THE E BASE OF IS THE CL OF L YT4JE EEK I?D
12 5V
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00* E ON ?EeoRD
J4J NORTH OF HIGHLAND 0 2 MI WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.�� Pi WEST R.S.B. 111/99-101
OF SIERRA A VE.
ELEVATION: 1428.609
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. PRI VA TE S TREE T IMPRO VEMEN T PL A NS
10601 CHURCH STREET , STE. 107 DRAWN BY: SCALE:
RANCHO CUCAMONGA, CA 91730 TRACT NO. 16427-3y 16427-4,9
PHONE (909) 948-1311 MAISC 16427-5 AS SHOWN_
DESIGNED BY: DATE:
EF NNES, "MY PEAK LANE AUGUST 200J.
1)z"1161� �.1111'&Date CHECKED BY: APPROA Byx- DRAWING N
RT.C' 56657 EXP. 06'30,404 7-161 /04- 3514 0.:
GB CITY ENGINEER R.C.E. 511 b2 DATE Y14
Z)
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J:\126-1769\Streets\ST04.dwa. 02/18/2004 01:10:52 PM. DM
LINE TABLE
LINE
BEARING
LENGTH
Ll
N90'00'00"W
24.92
L2
N8,95 1 'J5 V
26.J9
LJ
N8 1'JJ4 7 "E
J741
DATE I ENGR. I CITY I DATE
ti Ist
64.41
41%
6'
5 1
4.14 14
EG 5 1
CA TCH BASIN
LOCAL DEPRESSION DETAIL (CASE A
10'
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.
Qg)--INSTALL STREET NAME SIGN PER CITY STD. NO. 1J,9.
INSTALL STREET LIGHT, KING LUMINAIRE j K1 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5) 6 A
RUBY PEAK LANE CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHT NO. J.
CONSTRUCT 4 112" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2).
SAWCUT & REMOVE EXIST. AC BERM. JOIN & MATCH EXIST. A.C. PAVEMENT.
BENCH MARK: 18- 17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8 -17. A THE BASIS OF BE4RINGS FOR THIS MAP
Col
C�ET
BRASS CAP IN THE E BASE OF IS THE CL OF L YT4JE EEK I?D
12 5V
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00* E ON ?EeoRD
J4J NORTH OF HIGHLAND 0 2 MI WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.�� Pi WEST R.S.B. 111/99-101
OF SIERRA A VE.
ELEVATION: 1428.609
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. PRI VA TE S TREE T IMPRO VEMEN T PL A NS
10601 CHURCH STREET , STE. 107 DRAWN BY: SCALE:
RANCHO CUCAMONGA, CA 91730 TRACT NO. 16427-3y 16427-4,9
PHONE (909) 948-1311 MAISC 16427-5 AS SHOWN_
DESIGNED BY: DATE:
EF NNES, "MY PEAK LANE AUGUST 200J.
1)z"1161� �.1111'&Date CHECKED BY: APPROA Byx- DRAWING N
RT.C' 56657 EXP. 06'30,404 7-161 /04- 3514 0.:
GB CITY ENGINEER R.C.E. 511 b2 DATE Y14
Z)
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J:\126-1769\Streets\ST04.dwa. 02/18/2004 01:10:52 PM. DM