HomeMy WebLinkAbout3754-7VE TABLE
LINE
-CUR
'06V
TENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF THE BRG N089*59'31'E
87J8'J2
U4 -
2J. 99
22'20'52
OF SAN SEVAINE RD., 2.65 M1 WEST
75.06
25*59'08
OF SIERRA AVE
2J'0547"
A 770N. 1428.609
,LEV
Prepared Under The Supervision Of
CITY
9J'4 1'5J
PREPARED IN THE OFFICE OF
MADOLE AND
�21FAMMM
Q)
PRIVATE STREET IMPROVEMENT PLANS
ASSOCIATES, INC.
41
16i
DRAWN B)".-
SCALE:
Uj N0. 6 183
760-A S. ROCHESTER A VENUE
FROM SYRACUSE LAME TO 6�ORTEN�A DRIVE
AS SHOWN
_90100,00
15 U#1
ONTARIO, CA 91761
PHONE (909) 937-9151
TRENT O WA Y
c�,
60.00
DATE:•
TRACT 16872 & 16872-1
SEPT 2004
- ---------
LINE TABLE
LINE
'06V
TENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF THE BRG N089*59'31'E
DIAL
BEFORE
YOU DIG
0
REV REWSION DESCRIP770M
_ — — - - - - - - - -
SCALE IN FEET
0 40 80 120 160
71J
SYR,ACUSE 11 1
LANE
SHEET
SEE
W=27, V=6.04' EC
CATCH BASIN "'K-6"
LOCAL DEPRESSION (CASE A)
SCALE: I"= 10'
CONSTRUCTION NOTES
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES JI & J2).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1003,
CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. (MODIFIED
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 STD. PLAN NO. 103.
'W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A STD. PLAN JIJ-1 AND DETAIL
ON SHEET 10.
ADJUST MANHOLE AND/OR GATE VALVE SOX TO GRADE PER CITY
STD. NOS. 109 & IJO.
10INSTALLSTREET NAME SIGN PER CITY STD. NO. IJ9.
11 INSTALL STREET LIGHT, KING LUMINAIRE # K11 BE -EAR -11-100 (MOG)-HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
CONSTRUCT 4 112- AC PAVEMENT (MIN.) OVER 12- COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES Jl & J2).
14 SAWCUT & REMOVE EXISTING AC BERM. JOIN & MATCH EXIST. A.C. PAVEMENT.
E-1
J:\126-2004\streets\st07.dwa. 5/19/2005 2:11:40 PM. rndc
TENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF THE BRG N089*59'31'E
U4 -
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
.343' NORTH OF HIGHLAND, 0.2 Y/ WST
OF SAN SEVAINE RD., 2.65 M1 WEST
AS SHOW ON TR. NO.
16427-1, M.B. 29617-11.
OF SIERRA AVE
A 770N. 1428.609
,LEV
Prepared Under The Supervision Of
CITY
OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND
Q)
PRIVATE STREET IMPROVEMENT PLANS
ASSOCIATES, INC.
41
16i
DRAWN B)".-
SCALE:
Uj N0. 6 183
760-A S. ROCHESTER A VENUE
FROM SYRACUSE LAME TO 6�ORTEN�A DRIVE
AS SHOWN
ONTARIO, CA 91761
PHONE (909) 937-9151
TRENT O WA Y
c�,
DESIGNED BY
DATE:•
TRACT 16872 & 16872-1
SEPT 2004
CHECKED
xj
DRAWING NO.
7
()PCA�_ Date :-F- tel,
RCE 6218V EXP. 9-30-05
&�l
O"fl) %4 -Z y -
. I
CI TY ENGINEER R. C. E. 51152 DATE
11
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