HomeMy WebLinkAbout3514-114
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10+00 11+00 lo+6j.jg cl cB cjl2+00 13+00 14+001 PLAN 1'= 40' 1 15+00 16+00 17+00 18+00 19+00
COLE POINT LA
SEE SH T. 2
PROP
10
IPP.U.E. & SIDEWALK
EASEMEN
PROP R/W 2J.5' �?Jj.,��5
7
:#-- PROP R/W
P.U.E. & SIDEWALK
E14SEMENT
PROP R/W-
lmgom)
DOBBS PEAK LANE
L � L�,00_
_1 I - f I SE E--S-ff 17:�
CONSTRUCTION NOTES
3r
Y6 5 3r
10+52.76 cl CB C4 CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
W=7,', V=6.82' NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2).
H=4 H, =O. 16
CA TCH BASIN CI__ CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
LOCAL DEPRESSION DETAIL (�2ASE B) & CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
10' 06 -CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN.
A�
TOLL FREE `=�-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
xecoxD DwC.. PM Mcr 1&44-1- -5 f - 4
�PS CA =LE �4 0'�
TRA C T No. MOUNT PINES WA y TRA C T No.
5' SEE SH T. 4
16427-3 W� �_ _� � 5' 16427-4
P.U.E. & SIDEWAL PROP RIW P. U.E. & SIDEWALK
16427-4
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN JlJ- 1 AND DETAIL HEREON.
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
(1:0)--- INSTALL STREET NAME SIGN PER CITY STD. NO. lJ9.
INSTALL STREET LIGHT, KING LUMINAIRE j Kl 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
DATE ENGR. CIW 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 BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
6/A l'o'k
IRON SPRING LANE
SEE SHT. 5
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BF-14RINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF L YT4JE REEK RD
12 5�
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO' E ON EeORD
J4J NORTH OF HIGH ND MAP FILED IN
RD.�A
2.6� 0.2 Ml WEST OF SURVEY
OF SAN SEVAINE Ml WEST R.S.B. 111199-10J
OF SIERRA A VE.
ELFVATION- 1428.609
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
V.-MEMA
walff-9
19+0758 cl LOST HORSE DR
5 P
�5.U.E. & SIDEWALK
E4SEMENT
A
I ::Wlii ii
I HESE RECORD DRAWINGS HAVE BEEN r-'REPARED, IN
PART, ON THE HASIS OF INFORMATION C, jMPILED AND
FURNISHED B'g, OTHERS. THE ENGINEER 4VILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
T1=4" [i =�O 16'
CA TCH BAN '
LOCAL DEPRESSION DETAIL (�2ASE A
1'�_- 10,
CITY OF FONTANA, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 16427-3 SCALE:
MAISC & 10427-4 AS SHOWN
5TESIGNED BY: DATE:
LOST H14PWSE DRIVE AUGUST 200J
EF
CHECKED BY: DRAWING NTFI�
3514
ff-A
GINEER
(S
JAl 26-1769\Streets\ST1 l.dwa. 02/18/2004 01:03:08 PM. DM
CURVE TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
90,00,00"
25.00
J9.27
25.00
C2
87*52'JO"
25.00
J8.J4
24.09
ci
90,00,00"
25.00
J9.27
25.00
C4
94 *2J'09 "
25.00
41.18
26.99
C5
l7*J6J5"
J20.00
98.J5
49.57
C6
17*J6J5 "
J00.00
92.20
46.47
C7
1J*lJ'27"
280.00
64.62
J2.46
C8
17*J6J5 "
280.00
86.06
43J7
C9
17'J6JJ"
J00, 00
92.20
46.47
clo
17*J6'35 "
J20, 00
98.J5
49.57
Cil
90,00,00"
JO.00
47.12
JO.00
C 12
90*00,00"
JO.00
47.12
JO.00
ClJ
90-12'22-
25.00
J9.J6
25. QL_�
C14
89-47J8-
25.00
39.18
24.91
PROP R/W-
lmgom)
DOBBS PEAK LANE
L � L�,00_
_1 I - f I SE E--S-ff 17:�
CONSTRUCTION NOTES
3r
Y6 5 3r
10+52.76 cl CB C4 CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED
W=7,', V=6.82' NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2).
H=4 H, =O. 16
CA TCH BASIN CI__ CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
LOCAL DEPRESSION DETAIL (�2ASE B) & CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
10' 06 -CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN.
A�
TOLL FREE `=�-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
xecoxD DwC.. PM Mcr 1&44-1- -5 f - 4
�PS CA =LE �4 0'�
TRA C T No. MOUNT PINES WA y TRA C T No.
5' SEE SH T. 4
16427-3 W� �_ _� � 5' 16427-4
P.U.E. & SIDEWAL PROP RIW P. U.E. & SIDEWALK
16427-4
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN JlJ- 1 AND DETAIL HEREON.
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
(1:0)--- INSTALL STREET NAME SIGN PER CITY STD. NO. lJ9.
INSTALL STREET LIGHT, KING LUMINAIRE j Kl 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
DATE ENGR. CIW 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 BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
6/A l'o'k
IRON SPRING LANE
SEE SHT. 5
BENCH MARK: j 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BF-14RINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF L YT4JE REEK RD
12 5�
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS NOO' E ON EeORD
J4J NORTH OF HIGH ND MAP FILED IN
RD.�A
2.6� 0.2 Ml WEST OF SURVEY
OF SAN SEVAINE Ml WEST R.S.B. 111199-10J
OF SIERRA A VE.
ELFVATION- 1428.609
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
V.-MEMA
walff-9
19+0758 cl LOST HORSE DR
5 P
�5.U.E. & SIDEWALK
E4SEMENT
A
I ::Wlii ii
I HESE RECORD DRAWINGS HAVE BEEN r-'REPARED, IN
PART, ON THE HASIS OF INFORMATION C, jMPILED AND
FURNISHED B'g, OTHERS. THE ENGINEER 4VILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
T1=4" [i =�O 16'
CA TCH BAN '
LOCAL DEPRESSION DETAIL (�2ASE A
1'�_- 10,
CITY OF FONTANA, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 16427-3 SCALE:
MAISC & 10427-4 AS SHOWN
5TESIGNED BY: DATE:
LOST H14PWSE DRIVE AUGUST 200J
EF
CHECKED BY: DRAWING NTFI�
3514
ff-A
GINEER
(S
JAl 26-1769\Streets\ST1 l.dwa. 02/18/2004 01:03:08 PM. DM