HomeMy WebLinkAbout4251-16I-
L8'd
w
z
(D
z
Ld
z
w
0
V)
w
m
I
"n"ll
7- . .. .. ... .. . ...... .
'4- . .... . . . .....
:T` ... ..........
... .... ..
..... . ...
. .. . .. .... .
. .... :zz::
4--
_4
r
BENCHMARK -
2 3 4 5 6 —PROFILE– 7 8 9 10 E. CURB RETURN S.E. OLEANDER & SLOVER
SCALE: HORIZ V-40' (SET CHISLED "0" ON T.C.)
VERT 1 =4p UJI
> EL 1075.45
E.P. RETURN DATA
BCR ECR A R L T
71"117117 1 �11
-"u
STA 141 +07.16 STA 10+74.47 m,
A 89*02'55" 33.92' 52.71' 33.36'
40' LT, CL SLOVER 15.08' LT, CL OLEANDER
B STA 10+74.28 STA 142+05.14 88'50'00" 35.00' 54.27' 34.29'
14.00' RT, CL OLEANDER 40' LT, CIL SLOVER I I
STA 9+25.04
STA 141+10.43
C 8953'13" 35.00' 54.9 34.93' —PROPOSED CITY OF
40' RT CL SLOVEE__V2,58_LTt,_C3L OLEANDELR
FONTANA SEWER LINE
4N_
0
CL SLOVER STA 141+56.18= 4-11.
Cn
4.5
It z CL I DER AVE STA 10+00.00
0 0
LO
z
0
N"
m
U- 0 ul ui 13
04 cn 0 cri
0 ul + 140+93.64
z ui p
a j
Z Z
0
CUT LINE CL CATCH 81ASIN
< 0 z
0 C5 28' 04 D X=10% V=3 55�
0 0 ui
+ + C) EXISTING E C14 0
LO Z 0
< 0 < A.C. DITCH
w
Z
4
e2i) ui
'ISTING'�, EP
ME
ME
EX 4
t�� N#RANF, R/W
. ...... ....
. . ... . ......
1 2 3 4 5 6 1 7 8 12
Val
gr"
4112
1-g
"s
+ ge�m,
(A
0
R/W
EP
EXISTING
z
CURB AND GUTTER
0
...... ....
z
+ z
:3 to
RM M�k
+
0
_j
< z
UJ
CONSTRUCTION NOTES. -
w
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11 Pl-
AGGREGATE BASE. SEE SPECIAL PROVISIONS. N,
PULVERIZE EXISTING ASPHALT CONCRETE PAVEMENT. SEE TYP. SECTION.
z m <
0 CONSTRUCT CURB AND GUTTER PER S.B.C. STANDARD PLAN NO. 115
AND THE "CURB AND GUTTER CONSTRUCTION TABLE", THIS SHEET.
mp�
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEET 3.
01 CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY STID 203 & 206.
R�
C)
0�,
@ PLACE 115 LF OF MxM CSPA. all
CID
FL INLET EL 1072.03, STA 142+13.65, 42.50' LT 'A CnT OfFONTANA
0 FL OUTLET EL 1071.51, STA 140+98.65, 42.50' LT SYMBOL LEGEND. /I
@ PLACE 119.00 LF OF 2Erx2Cr CSPA. DIMION
C. FL INLET = EL 1071.41, STA 140+96.65, 40.50' LT TREE LEGEND. "CITY RISDI , 10 NLY"
FL OUTLET = EL 1071.03, OLEANDER STA 9+27.00, 25.591 LT m MAILBOX ell
.20' ASPHALT RUBBER (TYPE A)
)Zk POWER POLE 0
PLACE 223 LF OF 2Er x2Cr CSPA. OVER 0.25' ASPHALT CONCRETE (TYPE A)
@ v WATER METER CARDO SANDOVAL R.C.E. 51152 DATE:
FL INLET = EL 1071.01, OLEANDER STA 9+23.00, 25.00' LT OVER 0.20' PULVERIZED MATERIAL/Cl-ASS 11
FL OUTLET = EL 1070.30, OLEANDER STA 7+00.00, 25.00" LT WATER OR GAS VALVE AGGREGATE BASE.' I AVJV,5T VTILrrl� WATION
4%. Er FIRE HYDRANT Z ADJUt5T 15MRM DRAIN REVM16W COUNTY OF SAN BERNARDINO OLEANDER AVE
0 0 MAN HOLE
CONSTRUCT EARTH/A.C. DITCH FROM STA 5+00 LT TO STA 7+05 LT EXISTING CONCRETE
ss
SEE TYPICAL SECTION SHEET 3. —X— FENCE Br�
0 \s DEPARTMENT' OF PUBLIC* WORKS
CONSTRUCT STORM DRAIN CLEANOUT PER SBC STI) PLAN 208. PO RTLAN D
X=4.00', Y=4.00', V=1.75' CEMENT CONCRETE DRAWN BY DESIGNED BY PROJ. ENGR.
UNDERGROUND UTILITY LEGEND U-1 hE� RECOMMENDED /APPROVED BY
m No. 31490 m
@ REMOVE TREE. w w — FONTANA WATER CO. Exp. 12/31/04 X Hl. D.M. B.B.
co G G SOUTHERN CALIF. GAS 0.25' ASPHALT CONCRETE MINN== * _ —7 _6� FONTANA AREA
MARK CHANGES
CONSTRUCT CONCRETE HEADWALL PER COUNTY STD. PLAN 209A. T PACIFIC BELL TELEPHONE cxv-l\- SUBMITTED BY ASSISTANT DIRECTOR
NO CHANGES RESIDENT ENGINEER' DATE OP CA
7,< CA
E E SOUTHERN CALIF. EDISON ELECTRIC 0.25' ASPHALT CONCRETE PLAN mmuwammomwmm - REF. W.O. NO.
BE
ROFILE
FE
INSTALL MARKERS BETWEEN STA 6+50.00 TO STA 7+00.00, 20" LT
+J0
s S— SEWER LINE, CITY OF FONTANA (TYPE A)
SCALE -1 DIRECTOR OF
=40' NG DATE
FIELD CHANGES CHIEF DE8G4N _laNEER JL 8055 T00891 ASSHOWN 16 25
�'ll"�.1-11-1--l",�ll.-�--."�-11--�-1-1�--l�--,---�--,.----,-1-1-1��� .... .... ... ....... .. .... . . . . ..... ... .. . . ......