HomeMy WebLinkAbout4301-4.. ..... .. .... ........... .. .. ..
...... ..... .. .. ..... .. ......... .. .... —
13630 LLT 1 :3 dl (0
-- ---------------
.... .......
..... .... ......... ........ ...... j
��:��SAWCUT 7' LT
. . ...... ... . .....
LEGEND
0.51 AC PAVEMENT' OVER
COMPACTED NATIVE
GRIND A14ED
OVERLAY
(0. 15" MIN.)
REMOVE ExiSt AC
TEMPORARY Const ENTRANCE
6 71, SEE STORM DRAIN CONSTRUCTION NOTES
3 1 —
6 0% Lc) 0c) 0- IMPFROVENAENT PLAYS
CL SAAWCUT Exist AC PAVEMENT
.............. 0 & .0
7 7 -FRUNT 8" CURB AND GUTTER PER
u
...... . LC CONY
FIT 01H
(10 m
cr� n
N �: CITY OF FONTANA STD PLAN 1000
...... . ....
o
jjj u
i CL
+ C) LLJ
CONSTRUCT MODIFIED COMMEARCIAL DRIVEWAY
TAIL THIS SHEET
PER DE
0- L-jj
. ..... ... �vq 1 04
t
N, 0 1 ... ... .
0 F_
p
... .. ...... .......
D FREE CONSTRUCT 0.50, Acc
........ . ... . . ....
5
0c)
. . .. . ......... ........ ...... OVER NATIVE PER SPECS
REMOVE ExiSt AC ANE
C, An* ii;
........ .. .. .... ..
<
.............
35'
CONSTRUCT COMMERCIAL Dwy PER
7,
+ . ....
. ..... CITY OF FONTANA STD PLAN 1002
7 ...
z M
RELOCATE BY OTHEYSS
7
`K`
oil
7,1",,�11
1 Jill
.5 Lu
low C 0 N S TFR U C T S VV P E FR
/X\ /,X\ Qu
X v/ X Xi
X
T Y 0 F1 F- 0 N T A 44 A ST f
D PLAN 1006
X
X
.. .......................
41 .... . ..... ......
...........
---------------- --------
z ...... . ......... ...
owl
X I S J7 E
VV R T
E x1s t E F) i J
ILI E x s t.,,,� ..R 8 4 + (0 (jo.
LaT, 10 1 N,., A VV C U T LINE E N Du AM I N D
c Q CURB F ACE
0
& OVERtAY
go 18.51
S El E VV A T E R L I N E N!D�'�� ` CR- 8 20 07 . 7 0 E C FR HALF WIDTH ......
1335.30 TC
13 �4.83 T'C
82+72.50 8,
SANITARY SEVI/Eff PL_ A 04 5; 1" LIP AT CURB FACE
0 20 40 80 120 N_OTES FOR MOQIFQ
*a .... .. 8" CF 0 SEE DETAIL "B" R/W _CQMMERCIA� Q
__aRIV� AY -4
AR IF -S
'00 ...... Q B C PR 450 VAR I E is 4' MIN. I . PROVIDE 13FZoCOM FINISH ON RAMP AND SIDEWALK.
4_1
CURVE DATA ------------
2 5" FR 4: 2. IMMEDIATELY AFTER F'114104140 OPERATIONS
No FR A- T last 2 ox
I- ARE COMPLETE, CURING COMPOUND
82+4 7.50"ZUT, 83+32.50 BUR I Fp
1334.12 TC 1335.18 TC SHALL BE APPLIED.
1 300.000 190 4 6'4 4 . 7 2 4 4 8 7 7 3 2 26'.-6 4 2
�11 0- 1- A- -A-, 2�ELA I L "Ej�
1334.30 T? --J 335.21 TC
3 2. 1 75' 1334.48 TC --j/ 1:335.24 T(c A 13" P.C.C. DRIVEWAY RANAP
7 3 4 A '2 3. 2 6 56VC-3250
2 5 . 00 18 . 7 5 0,
1334.655 T(c__
1335-27 TC
"MODIFIED DRIVEWAY STA: 82+90e00 EC'LION A A
2 5. 00' 1 7130 4 4 '2 3. 2 6 It 2 1 75 18.750' ------ - ------
(NOT TO SCALE) PLAN SCALE:, 1 =40
QA'SIS__QF� BEAR, H M A P K - -- - -------------- PLAWNINE3 DESIGN CONSTRUCTION CITY OF FONTANA, CALIFORNIA
IA -
nrl
C00FRE)INIJES SHOWN AFRE GFIS 1 SET it' IF' IN CONC SHOULD UnqSTRUCTION OF THE FREQUIRED S S to 111111EIEIT IMPROVEMEPNT
<11
BASED ON THE CAL1000RNIA W/ CADOT BE) "(PS 1 11APFROVEMENTs NOT COMMENCE VVITH11h) TVVO CHAD L. 0
3300 EAST GUASTJ ROAD, SUjTE 100 SCALE'
COSTELLO DRAWf\1 BY.
OMAAeW\M STATE PLANE COORDINA-1E 2002'' 0.5 MI W'LY YEARS OF THE DATE OF APPROVAL SHOWN ONTARIO, CALIFORNIA 91761 VICTORIA STREET
11TI-W1111T A mr_�11�kl �11 I I h N I r-� � A M r-) I r- M r- -, r -",I- I I T 1, 1 A r�l I �, r- K sm so V% Q I pm 9 a a IV's 0L 2 0-% AS NOTED