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TYP 6A WA
E LL
NOTES
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1, or t Its t shorn at F de a no 6B' see 6A
Type Design H 1016 1219 1422 1626 ,1829
6A'
Y
100D 1 100 12M 1300' 1400
6A
A
'
Place expansion' 6 rA tiled
Pr•eno
joint nti29. 26 n c -c r!au
fiI
B
14=1829 FI -14221-H= 6
"
C
ii=1829
6A .
joint lar
116e375 416e375 416e375116e375 162300
162406 NIU406
-
Finished
H
SD nn Cenent nortar cap
J �O OO C
.
6B.
pra
300 H t
416e406
H=1422
+JECT
C litktn
a
25 m Mtn
D
11iE375
front t•IM n
l6L375 1162
6B:
E
A
168375
162373 416
face
H=1016
$I ON A -A
5��
116 a 300
B9 .
DESIGN DATA
600
Finished gra
front ince(t�#
I
9
t4nsorlr yl f" = 3.
3 kPa , 10.5 MPA s f = 169 kPa n = 20
116 e
V
Re 1 nforced
Concrete) f = 10
c
kPa 25 F1F>n , f = 168 MPo n = SO
`F s
ELEVATION
99
W1=d $
Earth = 19 kN/,�
160 below
t7nAhed grade
Minlntm allocable soil
bearing capacity of. foundatton•naterinl ■ 95'kPn
lOL
(2 IVSF)
-�
406 406 406 406 406
406
•
.
U_ -
1200 nn kin
•
.
300•
.
Onit nortar frorl vertical Joint in first•colo-se above finished
grade at 813 nn centers for weep holed Ftll oil cells with Grout.
.. .
Oasign loading
It .
Case i.and , eoe B3 -e
r ' 8A, imltor
e'
PLAN
.
-
E EVATI�N MASON�Y'C�NSTR CT
L R U IDN
.
rd r I l
'Guo a
Note
slie No 3
YPe e .
.
FOOTINGS DETAILS
- ..
4_�_
d
I
0
I
•
N
50 Cenent
mortar..
50 M Min.
J
'.
O
.
• .
ED
J
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orlcr•e
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f
pt
J
I
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n
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�
of s
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�
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A
I
intersect on
t''}'
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416e4o
194
3
D
Q
a
41 A x
i1+iw
C
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194
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B0-3
r
N
19
E
not required
Masonry constructs
11
3_1
D.
A
it6 Total COMR :x
'gra
,u
=
11
,t
B
„
C
7$
'-"� Except continudus
z .
Finished it
;,
::-.-
I,
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.
C 200 w
= 295 m
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.1)16
e 4
200
1
q16 a 40
=
r
-
EO
50 Cl
E
200
E
t-.
200
'
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E
lay
(,J -
I
L
.-L
HIS Total
H16
Total
416 Total
F'_+
4Q
40
D
75 nn Cl
H
150 n ..- 0 tional
P
YP
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k¢
Y
v
v
.
Y
-
TYP 6A WA
E LL
NOTES
., . I\ ,.
1, or t Its t shorn at F de a no 6B' see 6A
Type Design H 1016 1219 1422 1626 ,1829
6A'
Y
100D 1 100 12M 1300' 1400
6A
A
H16e406 162406
.6A
B
1116e406410406
6A
C
6E 624 6 416E
1 406 H1 0 406
6A .
D
116e375 416e375 416e375116e375 162300
24 25 26 27 28 - 29 30 .
\. \ \ V . ,.\ \ \I. I1 -,, I I / , i -
0 •
2.T e 6 retain) wall ha ! us' w is f t
yp s ll be limited ted to a for al o D¢c n H of
Yp ITB 0
1829 nn r l¢
o ss. .
',3.Where ti-affIc Is adjacent to the top of.wntli Vord calls shquld be set
bock.feon the top front face of wnl l at•lenst 1200 1vI. •
oP Ru lin
4. ' l s rr t tK oih¢ Ise stI la ed the contractor (rill have the tton'of
' '� a
con tstr•uctt th T 6 ■ of ther ¢1 once
concrete. ype ails el nasonry or r of d
5. For reinforced concrete call sten alai details¢¢ u0
J
' 3-3
6, No splices areA
0
allowed on0B and C0 bars.
3-
7..At0D bar, no splices are allowed -within 500 nn above the top of footing.
TYPE
6B WALL
Type Design H
1016'
1219
1429
.'1626 1829,
- 6B
Y
M.
950
lOSO
l 150 1250:
6B
A
.
DESIGNED BY:
CLC . .
162406 NIU406
6B
H
CHECKED BY:
6E 624
t 406 1 06
6B.
'C
416e406
162406
16e406
•
68
D
11iE375
16e375 !62375
l6L375 1162
6B:
E
4162375 16Q375
168375
162373 416
STATE -OF 'CAI:IFORIIIA
3Dp',.'DEPARTHENi.OF TRANSPORTATION '
2300•
RETAI'NI WA
.. NG LL
TYPE 6 .
18 ..9 Mrs MAX, MUM � •
.Na SCALE•
Alb Dn9M0N3'AM- IN
lminwrns UNUM. OTHEM 6. . '• SHOWN.B3-11 ' '
`� \ 1 1 CONSTRUCTION - NOTES LOOP REPLACEMENT' GENERAL NOTES '
` SCALE: 1 "=40' I { 1. 'TRAFFIC SIGNAL LOOPS'SHALL SHALL BE TYPE E -AND SHALL
� L
. � - i \ - - - . I 1 11 . I (a> -PROTECT IN PLACE
BE CENTERED. IN 'THE 'TRAVEL LANE.. - LIMIT LINE. LOOPS
\ \�A I 2 REMOVE PER PLAN SHALL BE INSTALLED TWO • (2) FEET INTO • THE LIMIT. .
\ ' . \ I . TRAFFIC STRIPING SHALL BE INSTALLED AND. LOCATION - .
\ 1-15 Y OF PROPOSED TRAFFIC LOOPS SHALL BE APPROVED •'BY
� Y (S$) �' % ;: / � I • 1= a 1 a -REMOVE EXISTING AC MATERIALS THE ENGINEER.PRIOR TO INSTALLATION:
"A \
. OF'>±. 1--15 F wy �� !% _ / >,� 1� .
\ '� ��\ �� l '� --� f `r?� ' �t ! 4�-- RELOCATE EXISTING IMPROVEMENTS .
/ 4 (AS NOTED BY THE ENGINEER)
RAMP \ tNB) ���- -.- _ , . • I , .. .
N �..1 I .
_ ' (. ) -- - - - -11
in If - .� . - �-- �`� �� =- SAWGUT EXISTING PAVEMENT
- `" _ - ` _ _ -- - =�-_ _ - - - - _ ��- �, \ .' _ �6 -ADJUST TO GRADE (AS NOTED). .
- _ =-�.=--=-�-- --_--- • = \, � I - ion
�- ��-1
- I ~ --____� _ - • - - ,- - - Tom" c ��' . ' %- ��L - -Y'- J ! r I 200+00.00. BAS€!_INE AVE. INT= Q -CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE SOIL COMPACTED TO 95%
__�_ �'__ ,� �} i _ ` ;; 11EDIAN CUR¢ ` 1 30+00 00 EAST VE In
'� I-� i 00 �� :i" \'• i /" � '1 'i � i' 1 8 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 100.3 CF=8" o
-� �- - ---- -- - - - --- - _
!' 5- 26 N00'�11 `3 E ;.27_ -- - - 28 -- - �, 29 >. NOG• f6' 51 "E11-1
• -+' �)! I -I-- � _ --' I 1 '' o I �' � �)� I N �, -�( Q --CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. PLAN N0, 1015
.-\ 1U �12 -�\- - . 5 : ` _`� - . _ -T-�•; �, ��.�, �`� .�. 14 \N N, -� ;\ 13 �� .3 14 . �1 r 1 10 SAW T o
J0�1 ..
_SD---�� _ _ _ _ _ ,, _ _ �•� _ _ _ o I \ \ Q- CU AND REMOVE. EXISTING PCC SLOPE PAYING AND
J ,•.
7W NV w
J /
!IJ'I �% �! ISI �! i '\
NFORCEMENT OR WA A D 0 O T U N S
°'-•.�:• '�%:'%: � F LL N R CK C NS R CTIO AS HOWN
i•:; �.
f : <:. ,
.. G^' M • .:( 'l.••.: tL' T .1�': � r.�.. . .t '`Ii f t �N '1 '!t
s• y '-,�r ..�r-:aro;: � ..6n<+Ci.:_ '-V�. -. I f _ ;y, ^��:r -�=, _ '!�=' -4 - �5�.• �, L^
•r--- - `Si'#-..au+o.o �.z.. .. `._+ �'_-= i' �'.� 'IiikS"3• - -..'' .t�l•Sa "�c.._''.tv.`.r.L.. _ '`--ih7a4•- : y . \,' - t •�\
�i _ -- -' f-� -= n' -- - -- - -% - - - - - @-0ONSTRUCT REINFORCED CONCRETE RETAINING WALL PER CALTRANS o
' - �-t TI r 1 D ,
- - _ _ c i _ -- r� _ - - - S - _ _ _ _ _ - _ .2 _ _ - _ _ ,\_ 1� �.: / - STD. PLAN 83-11, TYPE 6 (SEE DETAIL ON THIS SHEET) o
/a �� LIMIT LINE I
•�', - w � �- �• R/W 9 a .� cp \ AC S/W -� l� �\ t % /. 12 CONSTRUCT GROUTED RIVER ROCK BAND TREATMENT ALONG•TOP OF WALL • ..
1-- 3 Of e' .- v ftEDING �. . f ./ a � �' �l / �'-1: � AS SHOWN PER CITY OF FONTANA STD. PLAN' N0. ' 145. 1 '-, '. . 2' . �z = m +1 z m ,-. ITS m \ c� 3 �_ ' I TYP ),-TYPi
" °- 1' z W N O �g � �, � H , cv � `, a 10'• MIN. EXISTING AC PAVEMENT AND OVERLAY 0.10' MIN. o
O 13 ,' GRIND 0. r
V) (/) LJ p • . H N7 ig H r- r ,Z, v) �! p \ th t- j t j 1L• �h O Vi
low"
°' z •+a °' fT3 �. > g A • Q �`- �� in; �: ��'� g c� J °'',�'czii ��' ' G i U ... __i_.��) 'TYPI -
. -Fl R- .Q a N z l-- °iiia . 1-.1-11
to 1- �w 5 E 5 �O \ ' J g S V ,L,�. 1t 0 TRAFFIC SIGNAL DETECTOR NOTES:
F- + .z ��11 \ • N 1-. r }. f
z a .� Gj (n v) ..,n �, cl 4 L� a �* • . \ 4 v, I I ( 4.. • .11 (N I l o
N 3e N .m a ' w s' ,¢1 \ I:N ' \ ** N 11 ( \ �4 - 1.PROTECT EXISTING. DLC IN' EXISTING CONDUIT TO' EXISTING CONTROLLER CABINET �•®OP.. PLACEMENT. DETAIL a
1: '1 1. N 6. 6 1' 1: 4..1 10 10 3 EAST �� r �' \ � I 11. I 14 FURNISH AND INSTALL TYPE E DETECTOR LOOPS PER CALTRANS STD. PLAN ES -SB �i:T. .
.** ` I -•i
11 \ 11• ** CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR FOR -FACILITY l 11 1 I ! \ b � / • _ j
12 1'2 RELOCATION, FINAL LOCATION OF RELOCATED UTILITY IS T BE APPROVED BY CITY R ESENTATIVE IN FIE D., � ' J 3t
+ \. i i `/ '
CONTRACTOR TO ENSURE THAT GRADING LIMITS ARE AS SHOWN i1THIN PUBLIC RIGHT OF WA ► , \- 1 1 I ;' 8_ - --MG`.- 02J� cn
. � . - . CALTRANS PERMIT# 0 04 N .1 z
Underground Service, Alert
Call: T011 FREE
( 1-800
227-2600
i TWO WORKING DAYS BEFORE YOU DIG i
BASlS OF BEARINGS
THE BEARINGS 'SHOWN HEREON AS
. "
N001 i 30 . IS BASED ON THE
CENTERLINE OF EAST AVE . BETWEEN
BASELINE RD AND FOOTHILL BLVD
PER TRACT. MAP 13213
(SHEET 3 OF 12)
' BENCH MARK
CITY OF FONTANA
BENCHMARK N0. 366
USGS BM #H9 1933 22' W
INTERSECTION EAST AVE. •&
BASELINE
ELEVATION = 1240.04
SHOULD CONSTRUCTION OF' THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT
MANNER. THE CiTY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM
INTO. CONFORMANCE WiTH THE STANDARDS .
IN EFFECT.
,
QROFESS�ON.
° � q�
�� F
CHAD L. ti�
In COSTELLO -
rn
,,, 60256 rn
a No. �
06/30/06
Exp.
'�
s� CIVIL
gTFOF CAL►�p \P
® PLANrINO 0 DESIGr ■ CONSTRUCTION
i CO��' SM 220
ONTARIO, CALIFORMA 9f164-5592
�•�� Fax ��� ���
s ■ •'d
C 0 N S U LTI N G
Z Z�
vL��.IF
PROJECT MANAGER DATE:
REGISTERED CIVIL. ENGINEER ' .
CITY OE EON'I'ANA,' CALIFORNIA.
DRAWN BY:
PC
EAST AVENUE .
STREET WIDENING PROJECT
. •
r PAST E FROM BAiE18.f1E AVENUE TO APPROXW116.Y
8'LY'OF-'0FAV1BW- - •
- ?512/29/04
PL N
SCALE: .
HORiZ: 1 "=40'
.VERT- . '
1 =4
DESIGNED BY:
CLC . .
. •
DATE: .
CHECKED BY:
JOB NO.
65100112 •
APPROV
DR. NO:
3703
SHEET. N0.
3 OF ' .4
REVISIONS AppgL �� . API CITY DATE D�`TE
CITY ENGINEER RCE N0. 1.152
of .
11-110
0
0
I-,
N
0
0
. -to
i
Q
.
•C�
%
.N