HomeMy WebLinkAbout2670-9oh o (Ipl - hUO
;S EA. COURT
i
•
f 1\10, 15 6 8 4 -74
ADAM COURT
CONSTRUCTION NOTES=
O1 CONSTRUCT 4' A.G. PAVEMENT CMIN.O OVER 12' OF 957. COMPACTED
NATIVE MATERIAL CSEE GENERAL NOTES 30 + 31)
(D CONSTRUCT G' P.G.G. CURB + GUTTER PER CITY STD. -DWG. NO. 101
O3 CONSTRUOT P.G.G. CRO55 GUTTER PER CITY 5TD. DWG. NO. 104 (MODIFIED TO 8 ' WIDE)
O4 CONSTRUCT C.UtAl RAMP PER CITY 5TD. DWG. NO. 104A
O5 CONSTRUCT 4' P.G.G. SIDEWALK PER CITY 5TD. DWG. NO. 105A. 'W' PER PLAN
O6 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN
O7 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY STD. DWG. NO. 109
O8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
nATA
O
DELTA/BEARING
RADIUS
LEN./DIST.
Y
O
Bi°37'07"
25.00
35.61
A
Q
85048'26"
25.00
37.44
,
r
Q
54037'25"
57.00
54.34
29.43
28057'18" 1
160.00
1 80.86
41.31
PART, ON THE BASIS OF INFORMA11ON COMPILED AND
234°37'25' 1
38.00
1 155.61
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
Q DELTA/BEARING RADIUS LEN. /DIST _ TANGENT
DATA
RESPONSIBLE FOR ANY ERRORS OR OUMSKM WHICH
HAVE BEEN DKX*WORJITF'J 11NTHE CS AS
A
O
DELTA/BEARING
RADIUS
LEN./DIST. TANGENT
O
90000'00'
25.00
39.27 25.00
B
37051'49'
57.00
"37.67 19.55
(c)
255.43'38'
38.00
169.60
ADAM COURT
CONSTRUCTION NOTES=
O1 CONSTRUCT 4' A.G. PAVEMENT CMIN.O OVER 12' OF 957. COMPACTED
NATIVE MATERIAL CSEE GENERAL NOTES 30 + 31)
(D CONSTRUCT G' P.G.G. CURB + GUTTER PER CITY STD. -DWG. NO. 101
O3 CONSTRUOT P.G.G. CRO55 GUTTER PER CITY 5TD. DWG. NO. 104 (MODIFIED TO 8 ' WIDE)
O4 CONSTRUCT C.UtAl RAMP PER CITY 5TD. DWG. NO. 104A
O5 CONSTRUCT 4' P.G.G. SIDEWALK PER CITY 5TD. DWG. NO. 105A. 'W' PER PLAN
O6 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN
O7 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY STD. DWG. NO. 109
O8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
nATA
O
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
O
Bi°37'07"
25.00
35.61
21.59
Q
85048'26"
25.00
37.44
23.23
Q
54037'25"
57.00
54.34
29.43
28057'18" 1
160.00
1 80.86
41.31
PART, ON THE BASIS OF INFORMA11ON COMPILED AND
234°37'25' 1
38.00
1 155.61
O9 INSTALL 5800 LUMEN STREET LIGHTS(BY OTHERS) PLANS PREPARED FOR
10 CONSTRUCT DRIVEWAY APPROACH C W PER PLANS PER CITY 5TD. DWG. NO. 103
LEWIS HOMES OF CALIFORNIA
ATTN: MR. GERRY BRYAN
' 1156 N. MOUNTAIN AVENUE -
P.O. BOX 670 , . 3ORD M M19T1
UPLAND, CA. 917862 z 9 - Y. Win rgs, TRW •srA•,2Wsi
PHONE: (909) 985-0971 r,--VISW 1RACr WU1JQA91ES
REVISIONS
CARS TEN COURT
j\1J, 15683% � 2 -
RECORD DRAWING
.
DATA
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMA11ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
Q DELTA/BEARING RADIUS LEN. /DIST _ TANGENT
RESPONSIBLE FOR ANY ERRORS OR OUMSKM WHICH
HAVE BEEN DKX*WORJITF'J 11NTHE CS AS
A
-O 85@03'54* 25.00 37.12 22.93
Q 94@56'06* 25.00 41.42 27.25
.62163
RESULT THEREOF.
Qc 376 51 ' 50' 57.00 37.67 19.55
Oo 37°51'49' 57.00 37.67 19.55
e 255043'39' 38.00 169.60
-
�
BENCH -MARK: _ /Vo, ro/7
BASIS OF BEARINGS:
THE BEARING OF NBg°30'06' ALONG
CITY OF
F CALIFORNIA
RAILROAD SPIKE AT INTERSECTION
THE NORTH LINE OF SECTION 30
OF CITRUS.AVE. AND LOS CEDROS
TOWNSHIP NORTH RANGE 5 WESY
OFNSURVEYOFILtDAINSBOOK
AVE.. IN POWER POLE NO. 9011E
ONNRECORD
ON THE EAST SIDE OF CITRUS AVE.
58'USED AS THE BASISS OF BEARINGS AS
ELEVATION: 1467.59
FOR THIS MAP
DRAWN BY:
SCALE:
PREPARED IN THE OFFICE OF
✓KA-
SIERRA LAKES
MADOLE AND ASSOCIATES, INC .QAOFESSIOy
�
tF
DESIGNED:
TRACT N0. 15684
AS SHOWN
1LTOro
OF THE INLAND EMPIRE yQ�`" �y��y
EF
SHEA
_
CT., ADAM CT:, CARSTEN CT.
10601 CHURCH - STREET - STE . 107No,
RANCHO CUCAMONGA_ ` CA- 91730
14814
9
CHECKED:
STREET
IMPROVEMENT PLAN
DATE:
PHONE (909) 948-1311
* Exp: 3-31-oi
N ��/. '1998
N
p
sf�lf
JOB NO.
DWG. NO.
SHEET NO.
00
ENGR'S
CITY
-
0ICAL1
826-1163
APPROVED
-� ���/
Z 6 7
OF
9 1
?
APPROVAL
DATE APPROVAL DATE
J . M . MADOLE R . C . E . 14814 DATE
4
CITY ENGINEER R.C.E. 25126
PLAN &
PROFILE "KK", "LL", "MM" &
"NN" - 4 [0, 231] PF: 15684 612 19 -Aug -98 12:05 PM / 826-1154-1
DWG. DATE: