HomeMy WebLinkAbout4109-413 14 15 16 17 18 19 20
DELTA/BEARING RADIUS LENGTHTANGENT TCT. 16 2
STA. 1 .� FOOTHILLBLVD.
m'N STA. 16+33.13 JUNIPER AVE. I I
1 NO0'16'52" �_ 157,66' ��, I I I ,
2 24'20'26° 22.50' 9.56' 4. 5' _„
^ __ __.m._ a'- --"� F.O, NAIL 5 I I
3 24®20'26" 22, 0' X9.56' 4.65' 6 6 ECFV. 1315.96' p
4 N001 p �p 6�.I' �mCL W
I H
5 9000'09" 22.50' 35.34° 22,517'co 0
., j t* r�
6 N69�4317 £ �--�-- 149.03 -- c i
1 7 N69®43'17"£ 200.00' �� 1E to < I n"i _,
+ +- - - + a STA, 16+50,96 EC .
i i STOR 1 tOa,„ , I ILO
TCT. N O, 3 M PAN W. , ..
STA, 10+00.03 r ,t _
;> I ET
M
- J. IMPROVEMENTS
� STREET
JUNIPER AV£. IVY A!J£.' SEE DRAWING NO. 4106.
II LATERAL 'I ' SEE PLAN � s� II �._ . ' I
C,
p _., _ _... LATERAL 'E', SEE PLAN
1" I.P., NO TAO ANO PROFILE, SHEET 6. ,f AND PROFILE, SHEET 6. Ljj
j
ELEV.==1303.67' 3 _ "Lij
M
�. .....a. ...:.,. .� .. -
g� l
J/N9 .. _._, ...,.,._ _.-..,.«,.,..- .. t; .,. ..,r _-
i ,
j 1
i w
T
a
417
e
_ r, ? _. ...
N 00'16'52" .. a _ _,. �,,. _.., ? , _ —3 _ _.._... ryLd
t
14+00 15 -00 .�w.---- ,,_.___ Baa_ � � _ � �LJ Ljj
L F SEE PLAN .
— _.._n .. .... A, D PROFILE SHEET . .w:,. i 19_F 0 i 12
I6 — _— — — —
_
LATERAL S££ PLAN g
1 N 8943'1 7"E
AND PROFILE, SHEET 6...,
g JUNIPER AVENUE
Mm
}
}
i
t
� s
a
I
}
STA. 16+68.46
w
g
.F_
LATERAL D p S££ PLAN S D D 1 T A=45',
LAT �
,a
AND PROFILE SHEET 6. C=4.67'
i
LA RAL 'C', SEE PLAN1
..., ,, 1 '
AND PROFILE,
PRrO�, FI , SHEET 6y(i ,
� a
_ wSTA, 13+47.65 L£RAL �o
J.S. 1 I
L ATaa: I
90' C=4.25' ND PROFILE, SHEET 6.
..,
.�.
'% a + t STREET IMPROVEMENTS FOOTHILL BOULEVARD
6
SEE DRAWING NO. 4106.
JUNIPER AVENUE 0)
4' ..;, TOT. NO. 2 TOT. NO. 1
00
STA. 16+30.47 FOOTHILL BLVD. STA. 9+51,91 FOOTHILL BLVD.
I I I STA. 1+33.13 JUNIPER AVE. STA. 2+42. SIERRA AVE.
F.D. NAIL 1 I.P., NO TAO
CONSTRUCTION ._.,.._. ;I 1 ELEV.= 1315.98' ELEV.= 1319.34'
1 CONSTRUCT 54" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D—LOAD. I 5 1 5 t I
5
CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD PLAN NO, 3012,
9
6
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STANDARD PLAN NO. 3011,
7
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STANDARD PLAN NO. 3010, SURVEY CONTROL TABLE: MATCHLINE :)TA. 18+00-00 GRAPHIC
CONSTRUCT DOUBLE COURSE 4" 6" RICK AND MORTAR BULKHEAD. SCALE
TCT No. NORTHING £ASTI C £A INC DISTANCE An An Rn 1W)
3 4521.12 375,34 N00'1'52" 632.56
2 5153.66 372.23 N69®4322"£ 1321.44
1 5160.01_L1 93.65 I TCT. NO. 1
,
r
1
Yt
t
,
r
i r
r
i
fit
r
r.
r
l
r
I
r
�llnrr • ,.,r rr ,ir , .� .
KE JOB #: 101-12
fflwmw(Mm��
I
Ir
IMM
cm
fr
L.
r
tii
h +F
II
, s
t { •rt ; 4 ,.
r „
{�.... i .i �(b. �` F f f [�� -0 �� I 41.
�
�r,
MMINC. i
TKE
f f , R CONSTRUCTION OF THE
H� �
t1
°
,/I,r,,�rJr.
. r;7ff, kP
rrr..a
IYff/.
.
fi:,
,,
.Jrr.I
•:
'�, .,r.:*.
I
c IMPROVEMENTS 1 u
STORM DRAIN
REQUIRED IMPROVEMENTS NOT
fx
,v
!1
r . ,m
+
yy,t'
DRAIN IMPROVEMENT
-ry r 3.r
}a
,.
r-f..r,
l.I s
a
,r.IztrAl...
r
: APPROVAL SHOWN HEREON
JUNIPER
AVENUE i I BOULEVARD
,{
Y v,,
.
rr
_ i
,
,
i
+ t, .BOULEVARD
! Mr kt DILIGENT
MANNERTHE CITY ENGINEER MAY
rRj,SHEET
PLAN/PROFILE
r
W
,
,tet./1;,JUNIPER „i, {
SIERRA
.. _� _
sREVISIONS
ri
L
rr
rMXA4ESTA.
I
10
- -..
c
j!11
'1
R
BRING , , EM INTO CONFORMANCE WITH
CONDITIONS i STANDARDS tl;
I
p
;•,
�y
T
',
�f! ,.
EIS: 6-30-07
XP
rf iiY 114r/ ,
�'
I s,