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VERT l-= 4'
1U+U0 11+00 12+00 13+00 14+00 15+00 40' 116+00 17+00 18+00 19+00 20+00 21+00
A
PROP. 8" WATER
V
5
PROP. 8- SEWFR��X
SCALE IN FEET
0 80 120 160
17
LAWSON PEAK
WAY
SEE SHT. 15
DEL TA
RADIUS
LENGTH
6
cl
90*1222"
c 11
J9.J6
16
LANGLEY
WAY
25.00
J9.18
'0-
LOCAL DEPRESSION DETAIL (�2ASE A
90'12'22"
SEE SHT
A
PROP. 8" WATER
V
5
PROP. 8- SEWFR��X
SCALE IN FEET
0 80 120 160
2
.1 -PROP.
N 89'56
qy� - , 11 4 - - I I i
X 17
Lo
9
2
tk
C,
Ql� 5 to 1 n5
PROP R1W 6
h4
Q)
68 02, 1� IQ: '801
�J- 5' F72J.�. 69 01� -*?3 �-> RIE TRACT NO
4 5.5, 18, 5.5'
25.5' .5'
N 0) 'Z 16427-4
5.5j -1-4 ?..
51 iz - - ;z 1*
51 .- i 51 1 r<
5'! 20 Lo CS
P. U. E. & I -P.U.E. & SIDEWALK ao (Z) 59 57
SIDEWALK P. U. E. & SIDEWA -P.U.E. & SIDEWALK 60 58
IW_ L -K- PROP. RIW---
EASEMENT EASEMENT EASEMENT EASEMENT
LOST HORSE DRIVE
CURVE TABLE
W= / V=,*)
H--4 " H =0.
16'
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
cl
90*1222"
CA TCH BAS
J9.J6
25.09
LANGLEY
WAY
25.00
J9.18
24.91
LOCAL DEPRESSION DETAIL (�2ASE A
90'12'22"
SEE SHT
10
25.09
C4
89'47J8"
25.00
1,�-- 10,
24.91
C5
PROP R
25.00
J9.27
25.00
18
1 19
25.00
20
21 5'
11
22
23 24
45.77
22.94
C-13 LA
9*22'00"
J20.00
P. U. E. & SIDEWALK--
26.22
U.E. & SIDEWALK
922'00"
J00.00
49.04
24.58
clo
922'00 "
EASEMENT
49.04
EASEMENT
Cil
922'00 "
J20.00
Q�
26.22
C12
5.5,
1 20' 1.20,
45.77
22.94
cli
10*1745"
105.50
18.96
9.50
1.17
110*4752"
60.00
116.OJ
86.97
C15
10*1745"
105.50
18.96
9.50
C16
90-12'22"
J5 00
55. 10
J5. li
C17
90*1222"
�-;-o
L
10
N
'c"J
LO
Lc
L4 21 QL:
Z5
LO
:Z) -)
�t r<
f I
N6
L6
T- f--
I
2
.1 -PROP.
N 89'56
qy� - , 11 4 - - I I i
X 17
Lo
9
2
tk
C,
Ql� 5 to 1 n5
PROP R1W 6
h4
Q)
68 02, 1� IQ: '801
�J- 5' F72J.�. 69 01� -*?3 �-> RIE TRACT NO
4 5.5, 18, 5.5'
25.5' .5'
N 0) 'Z 16427-4
5.5j -1-4 ?..
51 iz - - ;z 1*
51 .- i 51 1 r<
5'! 20 Lo CS
P. U. E. & I -P.U.E. & SIDEWALK ao (Z) 59 57
SIDEWALK P. U. E. & SIDEWA -P.U.E. & SIDEWALK 60 58
IW_ L -K- PROP. RIW---
EASEMENT EASEMENT EASEMENT EASEMENT
LOST HORSE DRIVE
L INE TA BL E
LINE BEARING LENGTH
L 1 N79'J8'l 8 "E 41.04
L2 N10'26'10"E 41.04
SEE SHT I I
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED N PKINU LAI
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2). CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104. CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN JIJ-1 AND
(MODIFIED 'W---8' DETAIL HEREON.
(�)-ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. STD. NOS. 109 & 1JO.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
25
CURVE TABLE
27
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
cl
90*1222"
25.00
J9.J6
25.09
C2
89'47J8"
25.00
J9.18
24.91
ci
90'12'22"
25.00
J9.J6
25.09
C4
89'47J8"
25.00
J9.18
24.91
C5
90100,00"
25.00
J9.27
25.00
C6
90.00,00"
25.00
J9.27
25.00
C7
9*22'00"
280.00
45.77
22.94
C8
9*22'00"
J20.00
52.Jl
26.22
C9
922'00"
J00.00
49.04
24.58
clo
922'00 "
J00. 00
49.04
24.58
Cil
922'00 "
J20.00
52.Jl
26.22
C12
9*22'00"
280.00
45.77
22.94
cli
10*1745"
105.50
18.96
9.50
C14
110*4752"
60.00
116.OJ
86.97
C15
10*1745"
105.50
18.96
9.50
C16
90-12'22"
J5 00
55. 10
J5. li
C17
90*1222"
�-;-o
86.59
55.20
L INE TA BL E
LINE BEARING LENGTH
L 1 N79'J8'l 8 "E 41.04
L2 N10'26'10"E 41.04
SEE SHT I I
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED N PKINU LAI
NATIVE MATERIAL (SEE GENERAL NOTES Jl & J2). CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ST9 PLAN NO. 1015
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
"W" PER PLAN
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104. CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN JIJ-1 AND
(MODIFIED 'W---8' DETAIL HEREON.
(�)-ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. STD. NOS. 109 & 1JO.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
25
26
27
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
28
8" WATER
clo
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
85.62TC, 85.12FL
TRACT NO. 16427-4
C9
DESIGNED BY:
EF
DATE:
AUGUST 200J
nnfQ
'5""'EXP.
----�;JRON S"ING LANE
z
CHECKED BY:
APPR BY:
2
Lo
PROP. 8" SEWER
C12
53
GB
--4
cb
85.17TC, 84.67FL
L
1�z
L
Q-
51
co
C,-
c"I
cy)
Lj 52
& SIDEWALK
C21- 10
EASEMENT 5.5
2U
20' 20'
5,51 EASEMENT
EBIG
---�PROP.
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
V-
N 89 *5610" E
8" WATER
clo
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
85.62TC, 85.12FL
TRACT NO. 16427-4
C9
DESIGNED BY:
EF
DATE:
AUGUST 200J
nnfQ
'5""'EXP.
----�;JRON S"ING LANE
z
CHECKED BY:
APPR BY:
2
Lo
PROP. 8" SEWER
C12
53
GB
--4
ENGINEER R.C.E. 51152 DATE
85.17TC, 84.67FL
L
6
L
Q-
51
cw)
c"I
cy)
Lj 52
& SIDEWALK
EASEMENT 5.5
2U
20' 20'
5,51 EASEMENT
EBIG
29
CAN
9
(V
Zt
R
Lcroj,
ST. LIGHT
EC
86.26TC, 85.76FL
cl D
W= 1
D HOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
VVVV\AAW0~
TOLL FREE 'Emm"l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XeCZ-AD DWG. j*tK 7XACT 144-Z7 -* AAJz-V
I
LeAKKILU UKIMINAUI Iki N1 MANN R, 1H U I Y
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CD
31
r <
32
36637
33
RECORD DRAVVING-i
THESE RECORD DRAWINGS HAVE BEEN PPEPAPED IN'
PART, ONTHE BASIS OF INFORMAT�ON ',,O�,piL,Ei6 A'�D
FURNIE-� ' i1ED BY OTHERS. THE ENGINEER WiLL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
p
��.ir. RPnPATFr) INTO THE DOCUMENTS AS
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
UO
PRIVATE STREET IMPROVEMENT PLANS
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
85.62TC, 85.12FL
TRACT NO. 16427-4
SCALE:
AS SHOWN
DESIGNED BY:
EF
DATE:
AUGUST 200J
nnfQ
'5""'EXP.
----�;JRON S"ING LANE
CN
CHECKED BY:
APPR BY:
2
EC
56
55 54
53
GB
--4
ENGINEER R.C.E. 51152 DATE
85.17TC, 84.67FL
51
P.U.E. & SIDEWALK
& SIDEWALK
EASEMENT 5.5
2U
20' 20'
5,51 EASEMENT
EBIG
PINE DRI VE
SEE SH T. 14
@-INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9
BASIS OF BEARINGS:
BENCH MARK: 18-17
INSTALL STREET LIGHT,
KING LUMINAIRE j Kl 18E -EAR- 11- 1
LTRANS BENCHMARK 18-17. A
IJ4J
THE BASIS OF BEARINGS FOR THIS MAP
(MOG)-HPS-120- K14
-PR -HSS -TSS -SCE (HEIGHT=14.5�
BRASS CAP IN THE CONCRETE BASE OF
THE,SOUTH LEG OF AN SCE TOWER
IS THE CL OF L YT4JE REEK RD
12 5g
SHOWN AS NOO* E ON REeORD
NORTH OF HIGHLAND 0.2 lvfl WEST
OF SAN SEVAINE RD., 2.�� MI WEST
OF SURVEY M P FILED IN
R.S. B. 111/99�_loj
OF SIERRA A VE.
r-1 FVATInM- 41 1428.609
D HOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
VVVV\AAW0~
TOLL FREE 'Emm"l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XeCZ-AD DWG. j*tK 7XACT 144-Z7 -* AAJz-V
I
LeAKKILU UKIMINAUI Iki N1 MANN R, 1H U I Y
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CD
31
r <
32
36637
33
RECORD DRAVVING-i
THESE RECORD DRAWINGS HAVE BEEN PPEPAPED IN'
PART, ONTHE BASIS OF INFORMAT�ON ',,O�,piL,Ei6 A'�D
FURNIE-� ' i1ED BY OTHERS. THE ENGINEER WiLL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
p
��.ir. RPnPATFr) INTO THE DOCUMENTS AS
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
PRIVATE STREET IMPROVEMENT PLANS
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
DRAWN BY:
W/$c
TRACT NO. 16427-4
SCALE:
AS SHOWN
DESIGNED BY:
EF
DATE:
AUGUST 200J
nnfQ
'5""'EXP.
----�;JRON S"ING LANE
CN
CHECKED BY:
APPR BY:
2
DRAWING NO.:
3514
yj8fl�
RICTE.-116'637 OV -30�-O
GB
--4
ENGINEER R.C.E. 51152 DATE
JA126-1769\Streets\ST05.dwa. 02/18/2004 01:09:22 PM. DM