HomeMy WebLinkAbout2683-3TRb% T No.
PROP.
�- CIMP. B
GON5
0
GARTER AVENUE
SEI= DWC,_ NO
CONSTRUCT 7 3/4' AG PAVEMENT CMIN) OVER 12' OF COMPACTED NATIVE MATERIAL
CSEE GENERAL NOTES 27 + 28)
CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY. 0.125 FT. CMIN)
CONSTRUCT 8' GF CURB + GUTTER PER CITY 5TD. DWG. NO. 101
CONSTRUCT 8'CF CURB ONLY PER CITY STD. DWG. NO. 101
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG_ NO. 104A
CONSTRUCT 4' PGG SIDEWALK PER CITY 5TD_ DWG. NO. 105A, W=10"
INSTALL STREET LIGHT 22.000 LUMEN H.P.5_
CONSTRUCT LOCAL DEPRESSION PER CITY DWG. NO. 121, WIDTH=PER PLAN
REMOVE EXISTING AG PAVEMENT
- -41-1
0A,ee1C,4Z7icF IV4fl I/l.,:�TA6
SCALE IN FEET
SPECIAL NOTE TO CONTRACTOR=
1. TRAFFIC SIGNAL CONDUIT SHALL BE IN5TALLED PER TRAFFIC 51GNAL
PLANS PER GARTER AVENUE PRIOR TO PAVING_
INSTALL BARRICADE PER CITY STD. DWG. NO. 118
GRIND EXISTING PAVEMENT AS REQUIRED C5EE NOTE a TYPICAL SECTION 5HT 1 OF 18)
CONSTRUCT BUS TURNOUT PER DETAIL SHT. 1 OF 18
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Mr. GERRY BRYAN
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
REVISIONS
ZWAWIA16
r rr, n /;;z, c7p rx n
APPROVAL I DATE I APPROVAL I DATE
5EE 5HEETS 10 — 12 OF 18 FOR GRO55 5EGTION5 TH15 SHEET
++ N
SCALE: 1" s 40'
BENCH MARK: # 615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING
DELTA/BEARING
RADIUS
LEN./DIST_
TANGENT
Q
USED AS
A
6025'08"
357.80
40.08
20.06
0
N
05057'25"E
PREPARED IN THE OFFICE OF
40.25
M.N.S.
Q
MADOLE AND ASSOCIATES INC.
90000'00"
50.00
78.54
50.00
Q
M.N_S.
11017'00"
50.00
9.85
4.94
Q
N
10049'17"E
¢ 4 No. 14814
41.23
CHECKED:
Q
PHONE (909) 948-1311
6°46'59"
50.00
5.92
2.96
Q
N
07°14'42"W
78.74
0
JOB NO.
13°21'36"
173.14
40.37
20.28
Q
N
13049'20"W
. . DATE
41.11
O
N
01030'13"W
165.03
AVENUE P&P SHT 3 - 5[0,231]PF: 1154 605 17 -Jun -99 11:55 AM / 826-115471
O
180°00'00"
2.00
6.28
SCALE IN FEET
SPECIAL NOTE TO CONTRACTOR=
1. TRAFFIC SIGNAL CONDUIT SHALL BE IN5TALLED PER TRAFFIC 51GNAL
PLANS PER GARTER AVENUE PRIOR TO PAVING_
INSTALL BARRICADE PER CITY STD. DWG. NO. 118
GRIND EXISTING PAVEMENT AS REQUIRED C5EE NOTE a TYPICAL SECTION 5HT 1 OF 18)
CONSTRUCT BUS TURNOUT PER DETAIL SHT. 1 OF 18
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Mr. GERRY BRYAN
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
REVISIONS
ZWAWIA16
r rr, n /;;z, c7p rx n
APPROVAL I DATE I APPROVAL I DATE
5EE 5HEETS 10 — 12 OF 18 FOR GRO55 5EGTION5 TH15 SHEET
++ N
SCALE: 1" s 40'
BENCH MARK: # 615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION THE BEARING
CITY
O FONTANA,
OF N69030'06"E ALONG
OF CITRUS AVE. AND LOS CEDROS THE NO. LINE OF SEC. 30, T.1N.,
AVE., IN POWER POLE CI 9011E R.5WS.B.M. PER R.S. WAS
ON THE EAST SIDE OF CITRUS AVE.
I N T E R I M IMPROVEMENT P
USED AS
A
THE BASIS OF BEARINGS
S FOR
ELEVATION: 1467.59
THIS PLAN.
DRAWN BY:
SCALE:
PREPARED IN THE OFFICE OF
M.N.S.
TRACT MAP NO. 15908
MADOLE AND ASSOCIATES INC.
ESS
'% 4" qt
DESIGNED:
SIERRA AVENUE AS SHOWN
OF THE INLAND EMPIRE
�QCTo� �9<<11
M.N_S.
10601 CHURCH STREET STE . 107
STREET IMPROVEMENT PLAN
RANCHO CUCAMONGA, CA 91730
¢ 4 No. 14814
CHECKED:
DATE:
PHONE (909) 948-1311
Exp: 3-31-01
FROM STA. 32+00 TO STA_ 44+00
JOB NO.
DWG. NO.
SHEET NO.
MADOL�r:m 14814
OFICp.Ep
826-1163 APPROVED
7 9, 2683
3OF18
. . DATE
FS CITY ENGINEER R.C.E. 25126
*P40* SIERRA
AVENUE P&P SHT 3 - 5[0,231]PF: 1154 605 17 -Jun -99 11:55 AM / 826-115471
DWG. DATE: