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AP.EAAX (10-e)
W9 A
CT No. 0 qj
vV0
Com IOAC
16427
6
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5 14' 6P 5)
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50 51
TRA C T No.
6
X"� 901
164275
Q)
LA WSON PEA
WA Y
SEE SH T. 15 0
CP
40'
TRA C T No
T 13
16427-4 11 6 '�PROP. 8"
CONSTRUCTION NOTES
CONSTRUl AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 102
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN JlJ- I 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 j K1 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14-PR-HSS-T5S-SCE (HEIGHT= 14.5)
_'_� t
L 0
TRA C T No.
16427-5
lop 1 99 98 97
RECORD'DRAWING
No. 36 3 7
711-17S,2 RECORD DRAWINGS HAVE BEEN PREF��r_
PA7,'_ ON THE BASIS OF INFORMATION COMPILE0 AN,D
FL'rt;IS11!7D BY OTHERS, THE ENGINEER WILL NOT i7�E
RESPONSIBLE FOR ANY ERRORS OR OMISSIONSWHICH
HAVE BEEN INCORPORATED INTO THE
A RESULT THEREOF. DOCUMENTSAS
D REV. REVISION DESCRIPTION
AA&NA/VVVVWNNVVVWWM
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0/4tertua VCAA VVAT
LOCAL DEPRESSION DETAIL (�2ASE B SEE SHT. 12
1'�_- i o'
5! 81 cl�
52 153 54 55 � 5 �' -L. - 1 5' 77 78 79 80
P.U.E & SIDEWALK 25.$' P.U-E & SIDEWALK 7 82
E EN,
5.,' 20'� 20' 5.5' E,,' 10
E45EMEN/ - EA 28 CD
?7
(Oil -61
56 '�z 50
N
Ln
8CR 10 83
86.92TC, 86.42FL Z�
TF) cl DWY 7 <
QR 18+62.29 ECR Z I 1 0
___ff5.4_1TC 44.91FL -V � I - -1 +=== __l I i 2 V)
19 ST. LIGHT
L0
2
C14 C 12 N 89'56'OJ" E
N 8956'OJ' E 1, 1
?56'OJ".E C8 cl DWY
-j 21 W= 12��l
t-7
LO
T
\-PROP. 8'�'SE
1.0
C11 J9 Q C14
LO Clio
7�
Q t t LA 84
- ----------- z rol
T\ k
5 C5
Q)
j 00 LO L&j cr� 0)
2 (3`3 03
Q: _1K
Qj ca C'o +
ZI 2 ;� + + Zo
I N 1�
L0 No (:2 (or) (N -
15 11� - � zo
k R)
�0 0� 25.5' 2 7
- ;� �3 �s I I D
1- - I N r�
85.51 20' 0 5' - -2 Q:
96 95 : - %60 14 (D
00 93 92 87 86 85
5' - RIW 5' +9 91 90 89 88
,RU -E & SIDEWALK P -U -E & SIDEWALK
EASEMENT
LANGLEY WA YE4sEAEN" Ln
SEESHT 10
rN,
BENCH MARK: 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8 7 A THE BASIS OF BEARINGS FOR THIS MAP
BR
ASS C
AP IN T
HE Col
C,il
T
E BASE OF IS THE CL OF LnT4E �REEK RD,
THE SOUT SCE TO WER SHOWN AS Al 12 J5 E ON
H LEG OF AN E ORD
R L0 C,tlx-**F P u" IN I LANE J4J NORTH OF HIGHLAND 0 2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.&� 7�i WEST R.S.B. 111199-10J
OF SIERRA A VE.
ELEVATION! 1428.609
XlD L)Wir,, PPI,- 7ZAC)_ 164-9-7-4- C�AILY
��C>W AWHAAJCW
) �XIVe"EAt.T
69-c- - A!IK7X^Cr 6427-SOAILY
?'U.TwAcl. VoP'-vRk(_'T %IALlan nm0l
DATE I ENGR. I CITY I 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.
Prepared Under The Supervision Of :
LINE TABLE
LINE
BEARING
LENGTH
Ll
N84*21'J4"E
56.66
L2
N7XJ8'1j"W
50.00
LJ
N7J'JO'19"E
50.00
50 51
TRA C T No.
6
X"� 901
164275
Q)
LA WSON PEA
WA Y
SEE SH T. 15 0
CP
40'
TRA C T No
T 13
16427-4 11 6 '�PROP. 8"
CONSTRUCTION NOTES
CONSTRUl AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 102
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN JlJ- I 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 j K1 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14-PR-HSS-T5S-SCE (HEIGHT= 14.5)
_'_� t
L 0
TRA C T No.
16427-5
lop 1 99 98 97
RECORD'DRAWING
No. 36 3 7
711-17S,2 RECORD DRAWINGS HAVE BEEN PREF��r_
PA7,'_ ON THE BASIS OF INFORMATION COMPILE0 AN,D
FL'rt;IS11!7D BY OTHERS, THE ENGINEER WILL NOT i7�E
RESPONSIBLE FOR ANY ERRORS OR OMISSIONSWHICH
HAVE BEEN INCORPORATED INTO THE
A RESULT THEREOF. DOCUMENTSAS
D REV. REVISION DESCRIPTION
AA&NA/VVVVWNNVVVWWM
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0/4tertua VCAA VVAT
LOCAL DEPRESSION DETAIL (�2ASE B SEE SHT. 12
1'�_- i o'
5! 81 cl�
52 153 54 55 � 5 �' -L. - 1 5' 77 78 79 80
P.U.E & SIDEWALK 25.$' P.U-E & SIDEWALK 7 82
E EN,
5.,' 20'� 20' 5.5' E,,' 10
E45EMEN/ - EA 28 CD
?7
(Oil -61
56 '�z 50
N
Ln
8CR 10 83
86.92TC, 86.42FL Z�
TF) cl DWY 7 <
QR 18+62.29 ECR Z I 1 0
___ff5.4_1TC 44.91FL -V � I - -1 +=== __l I i 2 V)
19 ST. LIGHT
L0
2
C14 C 12 N 89'56'OJ" E
N 8956'OJ' E 1, 1
?56'OJ".E C8 cl DWY
-j 21 W= 12��l
t-7
LO
T
\-PROP. 8'�'SE
1.0
C11 J9 Q C14
LO Clio
7�
Q t t LA 84
- ----------- z rol
T\ k
5 C5
Q)
j 00 LO L&j cr� 0)
2 (3`3 03
Q: _1K
Qj ca C'o +
ZI 2 ;� + + Zo
I N 1�
L0 No (:2 (or) (N -
15 11� - � zo
k R)
�0 0� 25.5' 2 7
- ;� �3 �s I I D
1- - I N r�
85.51 20' 0 5' - -2 Q:
96 95 : - %60 14 (D
00 93 92 87 86 85
5' - RIW 5' +9 91 90 89 88
,RU -E & SIDEWALK P -U -E & SIDEWALK
EASEMENT
LANGLEY WA YE4sEAEN" Ln
SEESHT 10
rN,
BENCH MARK: 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8 7 A THE BASIS OF BEARINGS FOR THIS MAP
BR
ASS C
AP IN T
HE Col
C,il
T
E BASE OF IS THE CL OF LnT4E �REEK RD,
THE SOUT SCE TO WER SHOWN AS Al 12 J5 E ON
H LEG OF AN E ORD
R L0 C,tlx-**F P u" IN I LANE J4J NORTH OF HIGHLAND 0 2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.&� 7�i WEST R.S.B. 111199-10J
OF SIERRA A VE.
ELEVATION! 1428.609
XlD L)Wir,, PPI,- 7ZAC)_ 164-9-7-4- C�AILY
��C>W AWHAAJCW
) �XIVe"EAt.T
69-c- - A!IK7X^Cr 6427-SOAILY
?'U.TwAcl. VoP'-vRk(_'T %IALlan nm0l
DATE I ENGR. I CITY I 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.
Prepared Under The Supervision Of :
CURVE TABLE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
ci
90100,00"
320.00
502.65
J20,00
C2
90,00,00"
Jol
471.24
Jol
ci
90100,00"
280.00
439,82
280.00
C4
q000 Do 11
25.00
J9.27
25.00
C5
90100,00"
25.00
J9.27
25.00
C6
90100,00"
25.00
J9.27
25.00
C7
94 *2 1'05"
25.00
41.17
26.97
C8
6J7'1 1"
J00.00
J4.66
1735
C9
2*16'05"
282.00
11.16
5.58
cio
1'02'42"
J18.00
5.80
2.90
Cii
6J7'1 1"
282.00
J2.58
16.J1
C12
6J7'1 1"
300.00
J4.66
17J5
cii
6J7'1 1"
J18.00
J6.74
18.J9
C14
16*2544"
105.50
JO.25
15.2J
C15
16*2544"
105.50
JO.25
15.23
C16
212*51'27"
J8.00
141.17
128.87
50 51
TRA C T No.
6
X"� 901
164275
Q)
LA WSON PEA
WA Y
SEE SH T. 15 0
CP
40'
TRA C T No
T 13
16427-4 11 6 '�PROP. 8"
CONSTRUCTION NOTES
CONSTRUl AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES J1 & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 102
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN JlJ- I 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 j K1 18E -EAR- 11- 100 (MOG)-HPS- 120-
K14-PR-HSS-T5S-SCE (HEIGHT= 14.5)
_'_� t
L 0
TRA C T No.
16427-5
lop 1 99 98 97
RECORD'DRAWING
No. 36 3 7
711-17S,2 RECORD DRAWINGS HAVE BEEN PREF��r_
PA7,'_ ON THE BASIS OF INFORMATION COMPILE0 AN,D
FL'rt;IS11!7D BY OTHERS, THE ENGINEER WILL NOT i7�E
RESPONSIBLE FOR ANY ERRORS OR OMISSIONSWHICH
HAVE BEEN INCORPORATED INTO THE
A RESULT THEREOF. DOCUMENTSAS
D REV. REVISION DESCRIPTION
AA&NA/VVVVWNNVVVWWM
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0/4tertua VCAA VVAT
LOCAL DEPRESSION DETAIL (�2ASE B SEE SHT. 12
1'�_- i o'
5! 81 cl�
52 153 54 55 � 5 �' -L. - 1 5' 77 78 79 80
P.U.E & SIDEWALK 25.$' P.U-E & SIDEWALK 7 82
E EN,
5.,' 20'� 20' 5.5' E,,' 10
E45EMEN/ - EA 28 CD
?7
(Oil -61
56 '�z 50
N
Ln
8CR 10 83
86.92TC, 86.42FL Z�
TF) cl DWY 7 <
QR 18+62.29 ECR Z I 1 0
___ff5.4_1TC 44.91FL -V � I - -1 +=== __l I i 2 V)
19 ST. LIGHT
L0
2
C14 C 12 N 89'56'OJ" E
N 8956'OJ' E 1, 1
?56'OJ".E C8 cl DWY
-j 21 W= 12��l
t-7
LO
T
\-PROP. 8'�'SE
1.0
C11 J9 Q C14
LO Clio
7�
Q t t LA 84
- ----------- z rol
T\ k
5 C5
Q)
j 00 LO L&j cr� 0)
2 (3`3 03
Q: _1K
Qj ca C'o +
ZI 2 ;� + + Zo
I N 1�
L0 No (:2 (or) (N -
15 11� - � zo
k R)
�0 0� 25.5' 2 7
- ;� �3 �s I I D
1- - I N r�
85.51 20' 0 5' - -2 Q:
96 95 : - %60 14 (D
00 93 92 87 86 85
5' - RIW 5' +9 91 90 89 88
,RU -E & SIDEWALK P -U -E & SIDEWALK
EASEMENT
LANGLEY WA YE4sEAEN" Ln
SEESHT 10
rN,
BENCH MARK: 8-17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 8 7 A THE BASIS OF BEARINGS FOR THIS MAP
BR
ASS C
AP IN T
HE Col
C,il
T
E BASE OF IS THE CL OF LnT4E �REEK RD,
THE SOUT SCE TO WER SHOWN AS Al 12 J5 E ON
H LEG OF AN E ORD
R L0 C,tlx-**F P u" IN I LANE J4J NORTH OF HIGHLAND 0 2 M/ WEST OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.&� 7�i WEST R.S.B. 111199-10J
OF SIERRA A VE.
ELEVATION! 1428.609
XlD L)Wir,, PPI,- 7ZAC)_ 164-9-7-4- C�AILY
��C>W AWHAAJCW
) �XIVe"EAt.T
69-c- - A!IK7X^Cr 6427-SOAILY
?'U.TwAcl. VoP'-vRk(_'T %IALlan nm0l
DATE I ENGR. I CITY I 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.
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
RANCHO CUCAMONGA, CA 91730
DRAWN BY:
TRACT NO. 16427
SCALE:
PHONE (909) 948-1311
MAISC
TR 16427-5
AS SHOWN
DESIGNED BY:
EF
__jq42
RE;t-qP90YT LA E
DIE:
AUGUST 200J
N
CHECKE-D.-BY:
A OVED 177 V
DRAWING NO.:
3514
18
I
I
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XP 06..
CITY ENGINEER R.C.E. 51152 DATF I
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J:\126-1769\Streets\ST18,dwa. 02/18/2004 12:59:02 PM. DM