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CD
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M.,
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T
CURVE TABLE
LINE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
212'5 1'27"
J8.00
141.17
128.87
C2
16'2544 "
105.50
JO.25
15.2J
ci
16'2544 "
105.50
JO.25
15.2J
C4
10*21'2J"
105.50
19.07
9.56
C5
110'50'25"
56.00
108.11
81.24
C6
10'21'2J"
105.50
19.07
9.56
C7
90*07'J8"
J5.00
55.06
J5.08
C8
90,00,00"
25.00
J9.27
25.00
C9
90,00,00"
25.00
J9.27
25.00
C10
16*2544 "
105.50
30.25
15.2J
C11
16'2544 "
105.50
JO.25
15.2J
C 12
212'5 1'27"
1 J8.00
141.17
128.87
Cli
90*07'J8"
1 53 00
8J.J7
53
T
JqA
J�H
SCALE IN FEET
0 80 120
A=
1722TC, 16.72FL
11 1 11 1 11 1 11 16.45TC, 15.95FL
LITTLE SHA Y DRIVE
SEE SH T 16
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (1VIN.) 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.
C�_ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102. "W" PER PLAN.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
160
57
W. -I
59
SOUARE TOP LANE
SEE SHT. 08
1� "_"I I ��� �� I 1 11 � 24
mo
39
10+00.00 c/
12+84.00 cl S(
Rm
5.5
,5'
RUE & SIDEWAL7'
EASEMENT
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
@0 -INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
INSTALL STREET LIGHT, KING LUMINAIRE // K1 1BE-EAR-1 1-100 (MOG)-HPS-120-
K14-PR-HSS-7SS-SCE (HEIGHT=14.5�
� I
25.5'� 1 25.,'
20 20'
\-PROP RIW-
REV. REVISION DESCRIPTION DATE ENGR. CITY 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 - tw& - n IRACT 14 42-7 -5 MY i TO BRING THEM INTO CONFORMANCE WITH
T? _V
X�X-7_0 X_�\M a. �_ OP, 1WC �IAD MIN 141A CONDITIONS AND STANDARDS IN EFFECT.
z
CE§J=SCAii�- �=4�C�
25
PROP. 8" SEWER 2 'CIO
N 00'0'57" W_ 4�
26
LINE TABLE
LINE
BEARING
LENGTH
Ll
N7Xj0'1 9 "E
50.00
L2
N7JJ8'lJ"W
50.00
LJ
N79J4'40 "E
40.99
L4
N 10'25'04 "E
40.99
L5
N 16*29'41 V
50.00
L6
N16*21'47"E
50.00
JqA
J�H
SCALE IN FEET
0 80 120
A=
1722TC, 16.72FL
11 1 11 1 11 1 11 16.45TC, 15.95FL
LITTLE SHA Y DRIVE
SEE SH T 16
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (1VIN.) 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.
C�_ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102. "W" PER PLAN.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
160
57
W. -I
59
SOUARE TOP LANE
SEE SHT. 08
1� "_"I I ��� �� I 1 11 � 24
mo
39
10+00.00 c/
12+84.00 cl S(
Rm
5.5
,5'
RUE & SIDEWAL7'
EASEMENT
ADJUST MANHOLE ANDIOR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 1JO.
@0 -INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
INSTALL STREET LIGHT, KING LUMINAIRE // K1 1BE-EAR-1 1-100 (MOG)-HPS-120-
K14-PR-HSS-7SS-SCE (HEIGHT=14.5�
� I
25.5'� 1 25.,'
20 20'
\-PROP RIW-
REV. REVISION DESCRIPTION DATE ENGR. CITY 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 - tw& - n IRACT 14 42-7 -5 MY i TO BRING THEM INTO CONFORMANCE WITH
T? _V
X�X-7_0 X_�\M a. �_ OP, 1WC �IAD MIN 141A CONDITIONS AND STANDARDS IN EFFECT.
z
CE§J=SCAii�- �=4�C�
25
PROP. 8" SEWER 2 'CIO
N 00'0'57" W_ 4�
26
\--_cl
27
28
W= 12
TRACT No zS Q;
c
cQ r's
7�Q
N
19 7
36 35 34
$.'U.
33 32
E. & SIDEWALK
Z
29
-NEWCOMB
C 0% UR T
Y,
cl DWY
RE
W= 12'
135
L
CIO
cl D7(D
C'4
W= 12
30
72 PROP.
8 w, TER-\
9
ST. LIGHT
L6 Lnl�s
\--_cl
Y
DWY
P�
W= 12
TRACT No zS Q;
c
cQ r's
c�
5' 16427-5
N
19 7
36 35 34
$.'U.
33 32
E. & SIDEWALK
EASEMENT
-NEWCOMB
C 0% UR T
BENCH MARK: 18- 17 BASIS OF BEARINGS:
CALTRANS BENCHMARK 18-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYr4jE REEK RD
12 5g
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00' E ON EdORD
j4j NORTH OF HIGHLff MAP FILED IN
RD., 2 6� 0, 2 M/ WEST OF SURVEY -10J
OF SAN SEVAINE MI WEST R.S.B. 111/99
OF SIERRA A VE.
FLIEVATION! 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
.C.E.
Date :
EXP. 061-30LO4
A___ _'__4
MIECORD DRAWING I
THESE RECORD DRAWINOS HAVE BEEN PRFPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHER& THE ENGINEER WILL NOT BE
RESPONSiBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
CITY OF FONTANA, CALIFORNIA
PRI VA TE S TREE T IMPRO VEMEN T PL A NS
DRAWN BY: TRACT NO. 16427 & 16427-5 SCALE:
MAISC AS SHOWN
DESIGNED BY: WARDLOW PLACE & DATE:
EF NE1#C(M1BzC0URT AUGUST 200J
CHECKED BY: "�,APPVOVED B)(Z DRAWING NO.:
Z2 S//., �'O� 3514
GB UrY ENGINEER R.C.E. 51152 DATE /1'
n.
JA1 26-1769\Streets\ST09.dwa. 02/18/2004 01:05:57 PIVI. DIVI