HomeMy WebLinkAbout2565-33
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48
CITY OF FONTANA
COORDINATES & ELEVATIONS
FOR j INT.: 10001.32
13934.61
=ST. STA. 10+00.00 TAMARIND AVE.
F4'lEXIST WATER VALVES (3)
DISPOSITION NOTES:
Efl PROTECT IN PLACE
�2 REMOVE BY CONTRACTOR
❑3 RELOCATE BY OTHERS AS SHOWN
O4 ADJUST TO FINAL GRADE
W:\FIESTA\DWGS\JURTAM\STREET2.DWG CADD SCALE:40'
L*4
49
mlow
INS.
L*3
0
z
50 (;QUN"jY OF 51
SAN BERNARDINO
EXISTING 6' WATER UNE 4
EXISTING 2 �
WATER LINE
ciTY aouND,oRr
�
TAMARIND AVE. N
WATER VALVES (3)
49+81.58 BCR
MATCHLINE —SEE RIGHT R/W
1+17.58 BCR=TAMARIND 10+55
EXISUNEDAYLIGHT `—R/W
TD
11
I ! w 32' EXIST.
15' 17' -
I I POWER POLE
00 # `n
7" s
I � �
117LT
E••
12
TURF CURB
• /y Z & GUTTER
EXISTING 20'
< •- �-- 1
o r� I WATERLINE
CL I b t`, m
r_.
oa posit�--�-cow
-
ui
+ �/-----
..... ......... ......�,........... ... .- �,r ..... ••---...1..�.... ............
�S
J / ��,\''.�i.. �...."."^.'w'`•^ '� � �' � ''•✓ � �� ,,,..i..,.,..r
�J
ANG
WON
ia
III rat
LEN
` �
��
........
.......
� moi..
f
�------------
...... j
2
90`31" 44'
49+51.58 BCR
47.40
100110
3
w M----...�E
55'
a......
16.21'
t
E
.....
�33.
5959'500
50+39;,,
....
..... .... i .... ..... .... ..
�..........f. t. ... .f. .f..
....
180'00' 00'
3.5'
11.00(
-
{
V
,►s
.
END CONSTRUCTIONNT
'—
3 R/W j
3 b
49+81.58 ECR
j�
i
..a ix . ..........
49+51.58 BCR
ENO DWYvim,
0 5
JURUPA AVENUE+
EXIST. 3e
00
jr
0
r-
EUC. TR€€
ao
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00
Z
CITY OF FONTANA
Z
CONSTRUCTION
NOTES:*.
tL tNT. ST. STA. 49+34.58 JURUPA AVE.
+
N
=ST. STA. 10+00.00 TAMARIND AVE.
10 CONSTRUCT 6.5' MIN.
AC OVER 12' OF
95X COMPACTED NATIVE SOIL (SEE GEN.
NOTES 30 do
31)
20 CONSTRUCT 8' CONCRETE
CURB PER CITY OF FONTANA STD. DETAIL 101
o --
13
14
't��E ■ Lam■
ANG
WON
ia
III rat
LEN
TAN
1
........
.......
....... .......................¢........j... �....... ....
...... j
2
90`31" 44'
t �
47.40
100110
3
w M----...�E
55'
a......
16.21'
t
E
.....
�33.
5959'500
35'
....
..... .... i .... ..... .... ..
�..........f. t. ... .f. .f..
....
180'00' 00'
3.5'
11.00(
-
't��E ■ Lam■
TOP OF SLOPE 1 EXIST. 1 So VCP
EXISTING 6'
WATERLINE 1 EXISTING R/W
POWER POLE 1 PROP. E.P.
#7
5,........
EXISTING SEWER LIFT STATION PER
CITY OF FONTANA PLAN DWG. NO.
2210 BY OTHERS 15+80
15+35 END CONSTRUCTION
END SHOULDER JOIN EXISTING
3 ~�
PROP. E.P.
CAP PAVVMEWT TO 0"14
f z .� ANO FKAT}{ER 44 -p joitil
Q�7W,� r=XI5TIM9 P^\/EMF_KT.
P�ILES_C�L._,S
HORIZ. 1 " = 40'
VERT. 1 " = 4'
17
��
I15
_ _..,� LINE
ti
6 495
.
"t 104
1A
1ho
x -..�.. PROP. E.P. ,`G
EXISTING R/W K �^ CURB & GUTTER 1 ,5 i
1 CHAIN LINK GATEEXIST' EP^� �o DRIVEWAY 1 h`V
TAMARIND AVENUE
TOP OF SLOPE �o o"
13+6513+91 JOIN EXIST
PROP. E.P. AT PAVEMENT
EXISTINGEXIST. GUTTER LIP
CHAIN LINK FENCE L.0 CURVE DATA
ADJUST MAIVI'1VLL wvtR TO r11VAl IiKAUt PER (:IIT OF FONTANA JIU. DETAIL 109
NOTE: REFER TO SIGNING
4O SAWCUT AND REMOVE EXISTING PAVEMENT AND STRIPING
5O ADJUST DRIVEWAY APPROACH TO FIT GRADE DETAIL ON SHEET 4.
NO.
ANG
WON
ia
III rat
LEN
TAN
1
11.25' 1 G
227.25'
45.30'
22.72'
2
90`31" 44'
30
47.40
100110
3
0
55'
31.54'
16.21'
4
5959'500
35'
36.04'
14.80
5
180'00' 00'
3.5'
11.00(
-
TOP OF SLOPE 1 EXIST. 1 So VCP
EXISTING 6'
WATERLINE 1 EXISTING R/W
POWER POLE 1 PROP. E.P.
#7
5,........
EXISTING SEWER LIFT STATION PER
CITY OF FONTANA PLAN DWG. NO.
2210 BY OTHERS 15+80
15+35 END CONSTRUCTION
END SHOULDER JOIN EXISTING
3 ~�
PROP. E.P.
CAP PAVVMEWT TO 0"14
f z .� ANO FKAT}{ER 44 -p joitil
Q�7W,� r=XI5TIM9 P^\/EMF_KT.
P�ILES_C�L._,S
HORIZ. 1 " = 40'
VERT. 1 " = 4'
17
��
I15
_ _..,� LINE
ti
6 495
.
"t 104
1A
1ho
x -..�.. PROP. E.P. ,`G
EXISTING R/W K �^ CURB & GUTTER 1 ,5 i
1 CHAIN LINK GATEEXIST' EP^� �o DRIVEWAY 1 h`V
TAMARIND AVENUE
TOP OF SLOPE �o o"
13+6513+91 JOIN EXIST
PROP. E.P. AT PAVEMENT
EXISTINGEXIST. GUTTER LIP
CHAIN LINK FENCE L.0 CURVE DATA
ADJUST MAIVI'1VLL wvtR TO r11VAl IiKAUt PER (:IIT OF FONTANA JIU. DETAIL 109
NOTE: REFER TO SIGNING
4O SAWCUT AND REMOVE EXISTING PAVEMENT AND STRIPING
5O ADJUST DRIVEWAY APPROACH TO FIT GRADE DETAIL ON SHEET 4.
NO.
ANG
RAD
LEN
TAN
1
11.25' 1 G
227.25'
45.30'
22.72'
2
90`31" 44'
30
47.40
30.28'
3
3751'120
55'
31.54'
16.21'
4
5959'500
35'
36.04'
14.80
5
180'00' 00'
3.5'
11.00(
-
7A(TPAVEME�ITI
�- EXIST. 15' VCP SEWER
DRIVEWAY 1
WZ
(n
o
U6
M
u') ZZ
Wo
PLANS PREPARED FOR NO REVISIONS AI'_PNPGIRO+OV DATE: APPCfff ROVAL DATE: BENCHMARK so ca Ess CITY OF FONTANA CALIFORNIA
�%i�y%�� Nrw �� Q P8 NA
BM #613 � �
Cp�q�� PUBLIC WORKS DEPARTMENT
SIERRA AVE. AT MAIN DRIVE JURUPA - DRAWN Y:
FIESTA DEVELOPMENT, INC. �so� cx� STREET P.O. eox 3030 6 � B SCALE:
7072 GARFIELD AVENUE PARK TOP F.H. 1102.18 NEWPORT BEACH, CALIFORNIA 92660-9020 EW -�- * TRS STREET 16APROVEMENT PLANS 1' = 40'
HUNTINGTON BEACH CA. 92648 (74) 476-3300
DESIGNED BY:
JURUPA AVENUE &. TAMARIND AVENUE DATE:
(714) 842-5527
s�9T �r 6 q F c'
9 OF a\, �� S N STA. 47+00.00 TO STA. 54+1 1±
ELEVATK)W. 1102.18 SHAHAB NAZARIE, R.C.E. DATE CHECKED BY: APROVIM: - ar-sj DWG. NO. SHT. NO.
CAB A"' Am CITY ENGINEER R.C.E. 2565 3 of 5