HomeMy WebLinkAbout3063-2EXISTING
GROUND
NORTH
R/W
1
1
12
711
1
•6
0.50'! r
1
I
126
54'
47'
`EXISTING A.C.
PAVEMENT
(VARIES, SEE PLANS)
BASELINE AVENUE TYPICAL SECTION rA`�
w
1
1
1
1
1
118 AC OVERLAY
EXISTING
I GROUND
1
EXISTING
- MEANDERING
I SIDEWALK
II I
I
�I I
1
I
EXISTING C&G
KA s8-�.05-VIM.00
RT.a
T.I.=10.5
NORTH SOUTH
126'
I- _
rfi
1 , I _ 66, I _r_ 60 '1
10' 12' 54' 1 47'
FUTURE 1 10 4'
MEANDERING '
SIDEWALK I I
II '3 '
II I z x z I
II ELI I w I
EXISTING o
LOCK -� rn
WALL I 2 CSC; 1 EXISTING
II ,
- __ MEANDERING
u_
-----% ---------------- _
VARIES I SIDEWALK
EXISTING 148149' I�r
GROUND
1
I 13 JI I
I 1
I EXISTING A.C. I
1 PAVEMENT EXISTING C&G
(VARIES, SEE PLANS)
BASELINE AVENUE TYPICAL SECTION
NORTH SOUTH NORTH SOUTH NORTH SOUTH
VARIES 120'-145' R/W R1W VARIES 120'-126' R/W R/W 125'
VARIES 66' -76' VARIES 60'-69' VARIES 60'-66' 60' i 60' .T_ 65' ,
12' 54' 1 VARIES 45'-51' 12 OVARIES VARIES 48'-50' 1 48' 12' 12' 48' 1 48' 17 I
I
6' 10' 4' 6' , r12
'- I
1
0.5 I 1 0.5 i 17' I VARIES 4'-7' ii 2' 0.5' 16' I 8'
2 3 ^ 2' 6' VARIES 10'-7' ^ 8' h EXISTING
cl-^ I 0'5 ^ I BLOCK
� � n. � II
w I w w 3 I w 2' 3 7' 7' it WALL
>� Qrn I 2'
2 CS I P�' 2 0 0 2 I EXISTING 2� 2 2 11
--------------- �� , GROUND �, ---------------------------------------- -
IN
VA- €---VqR/ES -- ----- - --- VARIES BAR/ES
2q�1s _ - P 2% 29' ]Yp� �'1�yn
`Y!V\ILJ, JLA- VU11YJf
BASELINE AVENUE TYPICAL SECTION
STA M+W.70-0+W55 0
KT.a
T.I.=10.5
� � , Rsarriw"
I VARIES 120 -130 i
r- �_ 60' -�_ 60'-70'
12' 54' 1 48'-571* 12'-
10' 4' 22' ,
0.5'�
6 0.5'
2'
3 i
� 2,
1 W 1 w
EXISTING
GROUND I 6' a,
2� ( o I
I -----
A---------- -------V----- -
IES 29' ---
28
28 '
13
I I
MEANDERING ! 1
SIDEWALK i rI
EXISTING A C
STA 1*W 00-M+W.49 U
RTa
T1=10.5
NORTH
SOUTH
R1WRIW
126,
66, I
f1 I , 1
_ T_ 60 'l
12' 54' 1 VARIES 47'-51' 1 VARIES 9'-13'
6' 10' f' VARIES 4'-8' ,
0.5'�- i
I
21t
1
PAVEMENT .�
� (VARIES, SEE PLANS) �
BASELINE AVENUE TYPICAL SECTION �
SrA M+W.55-51+2255 0
RTa
T.I.=10.5
�
� , SRo/uWrH
131
t
66' 65'
ARIES
12'-17 50'-54 1 48' 17' I
1
' 6' 1 10' 4' I
0.5--� I 8
2'
3 v,BOCK G
!�I wt I WAIT
L EXISTING C&G
(Dj
EXISTING A.C. PAVEMENT
(VARIES, SEE PIANS)
BASELINE AVENUE TYPICAL SECTION ce
3TA iO4f63.4�fIBt36.70
ars
T.1=10.5
C.L. BASELINE AVE.
10' 4'
m
VARIES
0
N
O
I/ARIES 117 MIN.
TYPICAL LEFT TURN POCKET- LEFT CL TYPICAL LEFT TURN POCKET - RIGHT CL
HT.a HTS.
TOLL FREE -qqmmmPp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PAVEMENT v �EXISTING
(VARIES, SEE PLANS) C&G 23 41
BASELINE AVENUE TYPICAL SECTION t=
STA W2255 -57+x.00 -
SECTION TRANS nM SEE PLANS
KTP.
T.I.=10.5
KTa
NORTH
R/W
1
_ 12'
1
1
0.5 6,'
EXISTING STEEL &
BLOCK PILASTER
FENCE i 1
II
II
EXISTING I
GROUND
BASELINE AVENUE TYPICAL SECTION G
STA MM.00-0+9.00 -
RTa
T.I.=10.5
q-
120'
60' 60'
UZ
1
1
12'
1
1
2'
8 P'
1
1
I
29 ........:. .
1
'-EXISTING A.C. `U
PAVEMENT
(Dj (VARIES, SEE PLANS) 1
BASELINE AVENUE TYPICAL SECTION 0
STA 0+14.00 - S4+4216 U
RTa
T.I.=10.5
NORTH SOUTH
RSV125'
60' 65' '
112 48' 1 48 17'
'7' 7#1
'
1
I
8' I
1
3
BLOCK
WALL it
DRAWN BY
DMB
w
SCALE: AS NOTED
DESIGNED BY
DBW/JF
w�
CHECKED B.
RJA
1='M'V11P!111 MM
EXISTING 1
2
21
CITY ENGINEER R.C.E. 51152
1
A -
GROUND I
0
II
o
----------------
-----------
2 q .....:.:..:.
...........
290
NORTH
R/W
1
_ 12'
1
1
0.5 6,'
EXISTING STEEL &
BLOCK PILASTER
FENCE i 1
II
II
EXISTING I
GROUND
BASELINE AVENUE TYPICAL SECTION G
STA MM.00-0+9.00 -
RTa
T.I.=10.5
q-
120'
60' 60'
UZ
1
1
12'
1
1
2'
8 P'
1
1
I
29 ........:. .
1
'-EXISTING A.C. `U
PAVEMENT
(Dj (VARIES, SEE PLANS) 1
BASELINE AVENUE TYPICAL SECTION 0
STA 0+14.00 - S4+4216 U
RTa
T.I.=10.5
NORTH SOUTH
RSV125'
60' 65' '
112 48' 1 48 17'
'7' 7#1
'
1
I
8' I
1
3
BLOCK
WALL it
DRAWN BY
DMB
w
SCALE: AS NOTED
DESIGNED BY
DBW/JF
w�
CHECKED B.
RJA
I
, 2
EXISTING 1
2
21
CITY ENGINEER R.C.E. 51152
1
A -
GROUND I
0
II
o
----------------
-----------
2 q .....:.:..:.
...........
290
2.
.
DOUBLE COURSE
4" X 8" BRICK
AND MORTAR PLUG
' 29
29
13 I
EXISTING A C I
(VA IESN SEE PLANS)
BASELINE AVENUE TYPICAL SECTION e
sra tsa+ays - rn+o200
SECTION A A SECTION B -B
BRICK AND MORTAR PLUG
TYPICAL FOR ALL DIAMETERS
DETAIL e
Nrs 2
RTa
T.I.=10.5
3RICK & MORTAR
'LUG
CMP
Q�pFESS/ON
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� oho J' 'q y�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�`�� X.
<1y
Q'
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 m
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w rT7
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp 6 30 2004
STANDARDS IN EFFECT. s�qT C I V i\-
F OF CA\ -SFO
RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
which may be incorporated herein as a result
DATE
1
1
I
1
t
L EXISTING A.C. 23 r -A101. U ac v
PAVEMENT
1 (VARIES, SEE PLANS) 1 41
BASELINE AVENUE TYPICAL SECTION 0
SrA TM2-00- r17+63.73 O
RTa
T.I.=10.5
SOUTH
NORTH q- R1W
R/W1. '
VARIES 120'-161 _ M. i
1
VARIES 60'-81' VARIES 60'-80'
12' VARIES 48'-69' I VARIES 48'-62' VARIES
0.5' 6
'
I 6' I 0.5'
2' '
1
28
EXISTING
GROUND
IXISTING A.C.(Dj
PAVEMENT
(VARIES, SEE PLANS) v
BASELINE AVENUE TYPICAL SECTION
sra. m+a73 - W+20.00
NT.S
T.1=105
1
1
1
I
CONSTRUCTION NOTES
CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(D --(See general notes 31&32)
2 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
3 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 1003
5@- SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE
6 GRIND EXISTING AC PAVEMENT (MINIMUM 0.1' THICKNESS) AND OVERLAY A.C. PAVEMENT (0.1' MIN.)
13 REMOVE EXISTING AC PAVEMENT
18 CONSTRUCT AC OVERLAY FOR EXISTING AC PAVEMENT (0.10' MIN)
23 REMOVE EXISTING CURB AND GUTTER
28 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (6' PER PLAN)
29 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (8' PER PLAN)
41 REMOVE EXISTING SIDEWALK
Prepared By:
ALLARD ENGINEERING
NOTES
1. T.I.=10.5 FOR ALL BASELINE AVENUE.
2. TYPICAL STREET SECTION PER CITY OF FONTANA
STANDARD PLAN NO. 1001.
CITY OF FONTANA, CALIFORNIA
STREET pY1PROVEMENT PLANS
IIivu LuyulGULLUH - Air �LL. V�1'L':J - LaLiLL .
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
3 l 3
��ae:
A nd J. Allard A.C.E. 36052 Date
Y�
(expires 6/30/2004)
DRAWN BY
DMB
BASELINE AVENUE
TYPIC SECTIONS
SCALE: AS NOTED
DESIGNED BY
DBW/JF
DATE:
MARCH, 2003
CHECKED B.
RJA
APPf O BY
d
DRAWING NO.
303
2
21
CITY ENGINEER R.C.E. 51152
Filename: M:\DWG\14902\STREETS\EAST\TO AIMERIA\STAGEI\ST02.DWG