HomeMy WebLinkAbout3293A-2R/!
STREET R/W
30' 30'
21 5' VARIES 12'
LZ
1' TO 2,80' r
>� 1' MIN,
0 F
TYPICAL
Z 0 0:0
0 C-1 X
a: A C) Ln 0 EX. AVEMENT
-:t 0- w 9
cr ry <�, I'll & EX, BASE
P
0A%
CL i- in
%. A7.
D
%
A.C;
1.00'5%
COMPACTEP NATIVE
A7o SLOPE - EXISTING PAVEMENT SLOPE
TYPIM STREET SECTION B% SLOPE - EXISTING PAVEMENT SLOPE
BASELINE AVENUE (EXCEPT AT DWYS) G% SLOPE - GRADE AT 5% SLOPE UNLESS
OTHERWISE SHOWN ON PLAN
TI=9- 10.5 D% SLOPE - GRADE AT 25% MAX SLOPE
WESTERLY LIMIT TO STA 5+00
N.T.S.
STREET
R/W R/W
30' 30'
2' 5; VARIES 12 1 5' 2`
2f VARIES
X Ll- ce- TO 1 -CL
3.4' TO 1' W 4.5 Vc
z 0-
_j K o C) uj
Z __j 1' MIN,
c l' MIN. __j U -i
0 Ca C;l TYPICAL TYPICALt-
ui 0- C) t�
cl: 0 EX. �AVEMENT 0- LQ
0
<0,
ig\
0 W & EX, BASE
CD cl� IT CL CD
cl- V) A% 1%
0
cr_
A/w 0 lt�
0,541", .54' 6% C% CL D%
D% C%
A.
A.C.
8 00 570''
COMPACTED NATIVE
A SLOPE - EXISTING PAVEMENT SLOPE
7YPIM STREET SECTION B7o SLOPE - EXISTING PAVEMENT SLOPE
BASELINE AVENUE (EXCEPT AT DWYS) 17. SLOPE - GRADE AT 5% SLOPE UNLESS
OTHERWISE SHOWN ON PLAN
T1=9--10.5 D% SLOPE - GRADE AT 25% MAX SLOPE
STA. 5+00 TO STA. 6+53.50
N.T.S.
STREET
R/W 61 R/W
-41
30' 30'
---- ----- -
VARIES 12'12' VARIES
�T 0 �34 8' TO 45
Z C)
U- --- P. _j V MIN, 1 MIN, Gi
C)
TYPICAL I
CL TYPICAL-_'
15 EX, qAVEMENT :D >� Q� a Q
OR CL: 0 'ell
EX, BASE
6A
0- 1 A%, B%
0,54P
A% yl, 110-54", 11 7` 1 B%
A,C, A.C.
easesCOMPACTS NATIVE
A7. SLOPE - EXISTING PAVEMENT SLOPE
TYPIM STREET SECTION 13% SLOPE - EXISTING PAVEMENT SLOPE
BASELINE AVENUE (EXCEPT AT DWYS)
TI=9-10.5
STA. 6+74.50 TO STA. 7+35
N.T.S.
STREET
R/W_ I R/W
30' 30'
VARIES 12' 15 2
12' VARIES
T
uj o
cr_
C)
b i __j
l' MIN,
Mk __j uj.., u_ W Z: - C-5
TYPICAL
F-
0- 5 PAVEMENT TYPICAL' czj CD -5
OR a: EX >� 0: Ltj =
a '-d k� => U -i 0 V)
uj U I- EX.
BASE
&
6A cl:
0- A% B% Ct
V)
n ck�
0 <
A% w 0,541, 8%
C% D%
A.C. A.C.
1,00'
COM PACT EP NATIVE
A% SLOPE - EXISTING PAVEMENT SLOPE
TYPIC& STREET SECTION 8% SLOPE - EXISTING PAVEMENT SLOPE
C% SLOPE - GRADE AT 5% SLOPE UNLESS
BASELINE AVENUE (EXCEPT AT DWYS) OTHERWISE SHOWN ON PLAN
TI=9- 10.5 0% SLOPE - GRADE AT 25% MAX SLOPE
STA. 12+00 TO STA. 13+74
N.T.S.
STREET
I R/W
13'12' VARIES 2' VARY PER PLAN!,"
U -J ><
w LL -
1 T
1' MIN, w 0
uj Q: 2r
0
. 0
CL ENT FYPICAL-�p__ a I
a-
Q /
EX. PAVEMENT _6 -F
0 0 V)
Ul X�
& EX, BASE US cr-
A% 1% CL QW_ L_
CD
uj
0454'
D% A.C.
0 5%
COMPACTED NATIVE
A% SLOPE - EXISTING PAVEMENT SLOPE
TYPIM STREET SECTION 13% SLOPE - EXISTING PAVEMENT SLOPE
BASELINE AVENUE 17. SLOPE - GRADE AT 5% SLOPE UNLESS
(EXCEPT AT DWYS) OTHERWISE SHOWN ON PLAN
TI=9- 10.5 D% SLOPE - GRADE AT 25% MAX SLOPE
STA. 144-65 TO EASTERLY LIMIT
N.T.S.
T1= 6.5
STA. 18+95 TO STA, 194-95.15
N.T.S.
STREET
R/WR/W CONSTRUCTION
30' 30' R/W R/W
7'12' 1 VARIES 30' 50
uj
0-0- 11,04' 6 8' 2.0'
7
13.80' 12 10'
U- C>
0
w _j MIN,
MIN, Lu
dal 2 TYPICAL
TYPICAL m 4
T >� 0- 2
OR EX. �AVEMENT OR cr_ z
i
k-, uj 0 0
CL & EX, BASE e m W 5
O_ 6A 24%,", (D _j
cf) AV. B EX, PAYUM-1141 uj U-
li
'24'
cf) MAXM0
0.5 B% w & EX. BASE 0.1' COLD MILL c� a:
A% 4 0 c>
'Y \�
cr Qf
0.1 OV fLAY
"A.C. 5% A.C. 0-0- C) 0
i.QO' 0-0-
A%
"R B%
COMPACTS NATIVE NATIVE
'
4 1
A% SLOPE -EXISTING PAVEMENT SLOPE A
0:54
TYPICAL STREET SECTION 13% SLOPE - EXISTING PAVEMENT SLOPE -4 - C*
1.6D, 95% tat
BASELINE AVENUE (EXCEPT AT DWYS) PROPOSED COMPACTED NATIVE
T1= 9--10.5 IMPROVEMENTS TYPICAL STREET SECTION
STA. 7+35 TO STA. 9+50 PER DWG 3293 13% SLOPE - EXISTING PAVEMENT SLOPE
N.T.S. CYPRESS AVENUE (EXCEPT AT DWYS) C7. SLOPE - GRADE AT 5% SLOPE UNLESS
TI= 6.5 OTHERWISE SHOWN ON PLAN
STA. 19+95.15 TO 211-05,70
N.T.S.
PROPOSED
3' TYP. TOP OF
PROPOSED
EDGE OF A.C. DIKE
FINISHED 8"
SURFACE
DETAIL "A'
A.C. DIKE TRANSITION DETAIL
N.T.S.
STREET CL
A
9'-13' PER PLAN
1' MIN 2' SAWCUT LINE
EX. EOP-/
DETAIL "B* PROP, EOP
JOIN TO EX. EOP
N.T.S.
EX. R/W
7C JOIN AT EXISTING
FULL 4/4
A/4 SURFACE GRADES OR
,)
HEIGHT,, c INSTALL AC DIKE
IN WHERE NEEDED
-1 TO RETAIN EX. GRADE
2% MAX 4' MIN
G FULL
HEIGHT
DETAIL C
PEDETRIAN LANDING TO JOIN EX. NATURAL GRADES
N.T.S.
EX. R/W
055;1 '
25%
MAX
JOIN EX
x
w
0- z
<
EX. R/W 7C
V)
6
FULL A/4 A/4,
7B
HEIGHT 10' SIDJOIN SW PROEWALK POSED
PER DWG
D _T D NO. 3293
PROP CURB M
GUTTER PAVEMENT
O" nur TRANSITION R- nwr JOIN C & G
EIGHT DIKE HEIGHT HEIGHT
DETAIL "D"
PEDETRIAN LANDING TO JOIN SW, C & G I
N.T.S.
CL STREET R/W
30'
CONSTRUCTION
V MIN
_--VARIES VARIES
R/W
I TO 11,04 PER PLAN
R/W
0-
30'
X w U-ca
CD a
32'
A7*
5,.
0.54,
12.80' 12'
A7. E7*
cr
U.JM
OVER
r
U 0 5
COMPACTED
z
�AVEMEN
NATIVE
COMPACTED NATIVE
0-
�
_MIN T
EX.
TYPICAL
BASE
AX SLOPE - EXISTING PAVEMENT SLOPE
5 aE
5 0-a cl� ix
E% SLOPE - JOIN EXISTING DRIVEWAY AT
0.1' COLD MILL
0 (D
DRIVEWAY SECTION
N.T.S.
A% /O,V OVERLAY
cr_ cr_
0- CL
C% A%
0.5
i.QO5%,
C MPACTE NATIVE
A% SLOPE --PROPOSED
EXISTING PAVEMENT SLOPE
TYPICAL STREET SECTION
IMPROVEMENTS
C% SLOPE -
GRADE AT 5% SLOPE UNLESS
OTHERWISE SHOWN ON PLAN
CYPRESS AVENUE (EXCEPT AT DWYS)
PER 161 1111
T1= 6.5
STA. 18+95 TO STA, 194-95.15
N.T.S.
STREET
R/WR/W CONSTRUCTION
30' 30' R/W R/W
7'12' 1 VARIES 30' 50
uj
0-0- 11,04' 6 8' 2.0'
7
13.80' 12 10'
U- C>
0
w _j MIN,
MIN, Lu
dal 2 TYPICAL
TYPICAL m 4
T >� 0- 2
OR EX. �AVEMENT OR cr_ z
i
k-, uj 0 0
CL & EX, BASE e m W 5
O_ 6A 24%,", (D _j
cf) AV. B EX, PAYUM-1141 uj U-
li
'24'
cf) MAXM0
0.5 B% w & EX. BASE 0.1' COLD MILL c� a:
A% 4 0 c>
'Y \�
cr Qf
0.1 OV fLAY
"A.C. 5% A.C. 0-0- C) 0
i.QO' 0-0-
A%
"R B%
COMPACTS NATIVE NATIVE
'
4 1
A% SLOPE -EXISTING PAVEMENT SLOPE A
0:54
TYPICAL STREET SECTION 13% SLOPE - EXISTING PAVEMENT SLOPE -4 - C*
1.6D, 95% tat
BASELINE AVENUE (EXCEPT AT DWYS) PROPOSED COMPACTED NATIVE
T1= 9--10.5 IMPROVEMENTS TYPICAL STREET SECTION
STA. 7+35 TO STA. 9+50 PER DWG 3293 13% SLOPE - EXISTING PAVEMENT SLOPE
N.T.S. CYPRESS AVENUE (EXCEPT AT DWYS) C7. SLOPE - GRADE AT 5% SLOPE UNLESS
TI= 6.5 OTHERWISE SHOWN ON PLAN
STA. 19+95.15 TO 211-05,70
N.T.S.
PROPOSED
3' TYP. TOP OF
PROPOSED
EDGE OF A.C. DIKE
FINISHED 8"
SURFACE
DETAIL "A'
A.C. DIKE TRANSITION DETAIL
N.T.S.
STREET CL
A
9'-13' PER PLAN
1' MIN 2' SAWCUT LINE
EX. EOP-/
DETAIL "B* PROP, EOP
JOIN TO EX. EOP
N.T.S.
EX. R/W
7C JOIN AT EXISTING
FULL 4/4
A/4 SURFACE GRADES OR
,)
HEIGHT,, c INSTALL AC DIKE
IN WHERE NEEDED
-1 TO RETAIN EX. GRADE
2% MAX 4' MIN
G FULL
HEIGHT
DETAIL C
PEDETRIAN LANDING TO JOIN EX. NATURAL GRADES
N.T.S.
EX. R/W
055;1 '
25%
MAX
JOIN EX
x
w
0- z
<
EX. R/W 7C
V)
6
FULL A/4 A/4,
7B
HEIGHT 10' SIDJOIN SW PROEWALK POSED
PER DWG
D _T D NO. 3293
PROP CURB M
GUTTER PAVEMENT
O" nur TRANSITION R- nwr JOIN C & G
EIGHT DIKE HEIGHT HEIGHT
DETAIL "D"
PEDETRIAN LANDING TO JOIN SW, C & G I
N.T.S.
CL STREET R/W
N.T.S.
EIGHT ',,JQ
EXISTING
PAVEMENT
& BASE
no
C.)
V)uj
0
m PROPOSED
u.j SIDEWALK
PER DWG
NO. 3293
SECY10N D -D
M -E -NT§ N.T.S,
,QQN5jffQQLlQN N TO
PROTECT IN PLACE.
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
COLD MILL 0.1' OF A.C. PAVEMENT.
OVERLAY 0.1' OF A.C. PAVEMENT
CONSTRUCT 0.54' A.C. OVER 1.00' 957, COMPACTED NATIVE
AND AS SHOWN IN TYPICAL SECTION ON SHEET 2.
CONSTRUCT 0.67' A.C. DIKE PER CITY OF FONTANA STANDARD 136.
CONSTRUCT A.C. DIKE TRANSITION FROM 8 -INCH TO O -INCH PER DETAIL 'A' ON SHEET 2.
CONSTRUCT 0.33' A.C. OVER 95% COMPACTED NATIVE DRIVE APPROACH PER PLAN AND
TYPICAL DWY SECTION ON SHEET 2. WIDTH PER PLAN.
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER CITY OF
FONTANA STD. 1006.
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER PLAN AND
DETAIL ON SHEET 2
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE.
GRADE PER PLAN AND TYPICAL STREET SECTION AT MAXIMUM 2:1 SLOPE WITH NATIVE
SOIL PER PLAN AND TYPICAL STREET SECTION ON SHEET 2.
ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. 130.
UA ADJUST WATER METER FRAME AND COVER TO GRADE.
@ EXISTING FIRE HYDRANT TO BE RELOCATED (BY FONTANA WATER CO.).
8 EXISTING POWER POLE TO BE RELOCATED (BY SOUTHERN CALIFORNIA EDISON).
12 RELOCATE.
13 SEE SIGNING AND STRIPING PLAN.
14 PLACE REFLECTIVE STRAPS BY OTHERS
15 REMOVE TREE
NOTE: SEE TRAFFIC SIGNAL PLAN FOR TREE TRIMMING.
T.- \ ire l3497\0206sO2.d
30'
12'
V MIN
_--VARIES VARIES
MIN
I TO 11,04 PER PLAN
0-
I
X w U-ca
CD a
A7*
0.54,
A7. E7*
0.33' A.C.
....... A.C.
OVER
COMPACTED
NATIVE
COMPACTED NATIVE
AX SLOPE - EXISTING PAVEMENT SLOPE
E% SLOPE - JOIN EXISTING DRIVEWAY AT
10% MAX
TYPICAL
DRIVEWAY SECTION
N.T.S.
N.T.S.
EIGHT ',,JQ
EXISTING
PAVEMENT
& BASE
no
C.)
V)uj
0
m PROPOSED
u.j SIDEWALK
PER DWG
NO. 3293
SECY10N D -D
M -E -NT§ N.T.S,
,QQN5jffQQLlQN N TO
PROTECT IN PLACE.
REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL.
COLD MILL 0.1' OF A.C. PAVEMENT.
OVERLAY 0.1' OF A.C. PAVEMENT
CONSTRUCT 0.54' A.C. OVER 1.00' 957, COMPACTED NATIVE
AND AS SHOWN IN TYPICAL SECTION ON SHEET 2.
CONSTRUCT 0.67' A.C. DIKE PER CITY OF FONTANA STANDARD 136.
CONSTRUCT A.C. DIKE TRANSITION FROM 8 -INCH TO O -INCH PER DETAIL 'A' ON SHEET 2.
CONSTRUCT 0.33' A.C. OVER 95% COMPACTED NATIVE DRIVE APPROACH PER PLAN AND
TYPICAL DWY SECTION ON SHEET 2. WIDTH PER PLAN.
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER CITY OF
FONTANA STD. 1006.
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER PLAN AND
DETAIL ON SHEET 2
CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE.
GRADE PER PLAN AND TYPICAL STREET SECTION AT MAXIMUM 2:1 SLOPE WITH NATIVE
SOIL PER PLAN AND TYPICAL STREET SECTION ON SHEET 2.
ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. 130.
UA ADJUST WATER METER FRAME AND COVER TO GRADE.
@ EXISTING FIRE HYDRANT TO BE RELOCATED (BY FONTANA WATER CO.).
8 EXISTING POWER POLE TO BE RELOCATED (BY SOUTHERN CALIFORNIA EDISON).
12 RELOCATE.
13 SEE SIGNING AND STRIPING PLAN.
14 PLACE REFLECTIVE STRAPS BY OTHERS
15 REMOVE TREE
NOTE: SEE TRAFFIC SIGNAL PLAN FOR TREE TRIMMING.
T.- \ ire l3497\0206sO2.d