HomeMy WebLinkAbout5052REF-2a
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SHEET 5
SOUTH HIGHLAND AVE
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N STREET IMPROVEMENT INDEX MAP
N.T.S.
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0
'
59'
12' 47'
6"
12'
47'
0.5'
APPLY
8' SOLID WHITE LINE PER DETAIL 38
i N
0.5'
I .
K�
10
O
k
TYPE N ARROW MARKING AS SHOWN
Q
N�
10
31
APPLY
50 LF OF 4" WHITE LINE
32
z
STRIPING IMPROVEMENT INDEX MAP
111'
rk 52'
7' 33' 12'
4' 6-
X
n
10
Ln::7-,2.00%
10+93.38 TO 11+55.21
N.T.S
TI=9-10.5
N.T.S.
121'
62'
7' 43'
4'
3'
J
R/W 1 I U
2. oO%
11+99.25 TO 12+56.95
N.T.S
TI -9-10.5
104' 104'
52' 52' 52' LC 52'
12' 33' 7' 7' 33' 12' 12' 33' 7' VARIES VARIES 12'
6" 6"
0.5' 0.5' 0.5' -_
y" 10 n 10 ^Q y 10 n 10
�i N� xi
�N ^k
PROP
R/W 1 1PRROP PROP W R/W1 1
2 2 2 2
SOUTH HOLAM AVENUE SOUTH HULAPD AVENUE
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
13+94.25 TO 32+78.38 32+78.38 TO 33+98.38
N.T.S N.T.S
7I=9-10.5 TI -9-10.5
O REV. REVISION DESCRFl10N
TO
D eIN
DIATwo WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE AU3iT
CONSTRUCTION NOTES ESTUATE OF QUANTITIES
O CONSTRUCT 8' CURB & GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 4,961 LF
O CONSTRUCT NERAL 1f70TES 3 PAVEMENT OVER 95% COMPACTED NATIVE (12' MINIMUM) 180,568 SF
O3 RELOCATE SIGN AS NOTED ON SIGN AND STRIPING PLAN
O4 CONSTRUCT 22000 LUMEN HPSV 200V STREET LIGHT PER CITY OF FONTANA 15 EA
STANDARD PLAN NO. 404
80 CONSTRUCT 8' CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000 5010 LF
O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF 2 EA
FONTANA STANDARD PLAN NO. 1003
10 CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1006 28,521 SF
11 SAWCUT AND GRIND EXISTING AC PAVEMENT PER DETAIL "A' ON SHEET 3 800 LF
12 REMOVE EXISTING AC PAVEMENT 115,974 SF
13 RELOCATE UTILITY, BY OTHERS, ITEM PER PLAN 7 EA
14 TRAFFIC SIGNAL LIGHT, BY OTHERS 1 EA
15 SAWCUT EXISTING AC PAVEMENT 150 LF
18 ADJUST SEWER/SD MH TO GRADE 6 EA
17 ADJUST WATER VALVE TO GRADE 4 EA
18 CONSTRUCT 8' AC DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007 467 LF
19 REMOVE & DISPOSE, ITEM PER PLAN
O PROTECT IN PLACE
104'
52' q 52'
12' 12' VARIES VARIES 7' 33' 12'
6" 6"
" 0.5'
�I 0.5' -�
n
k
10 10
2.00% 2-r
N nj Q
PROP PROP
11 R/W R/W 1 1
0.5'
0.5'
' •:i'.•.titi .� I�•i1
13+06.26 TO 13+94.25
N.T.S
TI=9-10.5
104'
SOUTH HGLAPD AVENUE
TYPICAL CROSS SECTION
33+98.38 TO 35+89.85
N.T.S
TI -9-10.5
DA1E °m My DAN 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 CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
0.5'
21
APPLY
12" SOLID WHITE CROSSWALK STRIPE
59'
12'
47'
6"
APPLY
8' SOLID WHITE LINE PER DETAIL 38
0.5'
0.5'
I .
APPLY
TYPE VI ARROW MARKING AS SHOWN
O
APPLY
TYPE N ARROW MARKING AS SHOWN
Q
N
'i
10
31
APPLY
50 LF OF 4" WHITE LINE
32
2
CONFLICTING STRIPING
O
APPLY
6" WHITE BIKE LANE UNE PER DETAIL 39 AND 39A
�
N�
BIKE LANE LEGEND AND ARROW PER MUTCD FIG. 9C-6(CA)
O
PROP
PAVEMENT MARKING AS SHOWN
■
«�Exp.06/30/11
R/W
DESIGNED BY:
DAIS:
121'
62'
7' 43'
4'
3'
J
R/W 1 I U
2. oO%
11+99.25 TO 12+56.95
N.T.S
TI -9-10.5
104' 104'
52' 52' 52' LC 52'
12' 33' 7' 7' 33' 12' 12' 33' 7' VARIES VARIES 12'
6" 6"
0.5' 0.5' 0.5' -_
y" 10 n 10 ^Q y 10 n 10
�i N� xi
�N ^k
PROP
R/W 1 1PRROP PROP W R/W1 1
2 2 2 2
SOUTH HOLAM AVENUE SOUTH HULAPD AVENUE
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
13+94.25 TO 32+78.38 32+78.38 TO 33+98.38
N.T.S N.T.S
7I=9-10.5 TI -9-10.5
O REV. REVISION DESCRFl10N
TO
D eIN
DIATwo WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE AU3iT
CONSTRUCTION NOTES ESTUATE OF QUANTITIES
O CONSTRUCT 8' CURB & GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 4,961 LF
O CONSTRUCT NERAL 1f70TES 3 PAVEMENT OVER 95% COMPACTED NATIVE (12' MINIMUM) 180,568 SF
O3 RELOCATE SIGN AS NOTED ON SIGN AND STRIPING PLAN
O4 CONSTRUCT 22000 LUMEN HPSV 200V STREET LIGHT PER CITY OF FONTANA 15 EA
STANDARD PLAN NO. 404
80 CONSTRUCT 8' CURB PER CITY OF FONTANA STANDARD PLAN NO. 1000 5010 LF
O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF 2 EA
FONTANA STANDARD PLAN NO. 1003
10 CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1006 28,521 SF
11 SAWCUT AND GRIND EXISTING AC PAVEMENT PER DETAIL "A' ON SHEET 3 800 LF
12 REMOVE EXISTING AC PAVEMENT 115,974 SF
13 RELOCATE UTILITY, BY OTHERS, ITEM PER PLAN 7 EA
14 TRAFFIC SIGNAL LIGHT, BY OTHERS 1 EA
15 SAWCUT EXISTING AC PAVEMENT 150 LF
18 ADJUST SEWER/SD MH TO GRADE 6 EA
17 ADJUST WATER VALVE TO GRADE 4 EA
18 CONSTRUCT 8' AC DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007 467 LF
19 REMOVE & DISPOSE, ITEM PER PLAN
O PROTECT IN PLACE
104'
52' q 52'
12' 12' VARIES VARIES 7' 33' 12'
6" 6"
" 0.5'
�I 0.5' -�
n
k
10 10
2.00% 2-r
N nj Q
PROP PROP
11 R/W R/W 1 1
0.5'
0.5'
' •:i'.•.titi .� I�•i1
13+06.26 TO 13+94.25
N.T.S
TI=9-10.5
104'
SOUTH HGLAPD AVENUE
TYPICAL CROSS SECTION
33+98.38 TO 35+89.85
N.T.S
TI -9-10.5
DA1E °m My DAN 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 CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
0.5'
21
APPLY
12" SOLID WHITE CROSSWALK STRIPE
O
APPLY
4' SOLID DOUBLE YELLOW PER DETAIL 29
O
APPLY
8' SOLID WHITE LINE PER DETAIL 38
O
INSTALL SIGN AS NOTED
28
APPLY
TYPE VI ARROW MARKING AS SHOWN
O
APPLY
TYPE N ARROW MARKING AS SHOWN
O
APPLY
4" SKIP LANE LINE PER DETAIL 14A
31
APPLY
50 LF OF 4" WHITE LINE
32
SANDBLAST
CONFLICTING STRIPING
O
APPLY
6" WHITE BIKE LANE UNE PER DETAIL 39 AND 39A
O
APPLY
BIKE LANE LEGEND AND ARROW PER MUTCD FIG. 9C-6(CA)
O
APPLY
PAVEMENT MARKING AS SHOWN
GRIND 0.10' MIN. (MIN.)
EXISTING PAVEMENT AND
OVERLAY 0.10' MIN.
XISTING PAVEMENT
DETAL W
NOT TO SCALE
0.5'
-SAWCUT AND REMOVE
I 1 EXISTING PAVEMENT
DETAIL 11
- 12' 36' 12'
.N
i
PROP
�-R/W (MULTI.ANE HUiWAYS)
CALTRANS DETAIL A20A NOT TO SCALE
DETAIL 38
8" White Line
Cl 11 2"-T Cl
X24' I 24'-I
Through Traffic
CHAW■r�N1•
LIVE
CALTRANS DETAIL A20D NOT TO SCALE
DETAIL 29
PAVEMENT
12" GRID
0
A=42 S.F.
u
a
0
TYPE VI ARROW
WHT LANE DROP ARROW
(FOR LEFT LANE, USE MIRROR IMAGE)
CALTRANS DETAIL A24A NOT TO SCALE E
0
NEW
L
■■■
N
PB AMERICAS INC.
i
00
N
4�
0
o
Q<tOTESS/
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MII uer SHOW sir
=Mw-oeo-1
SWEET W ROMABUPB..AM
I,■�W■,
TYPICAL SECTIONS AND DETAILS
SCALE
i -
FASO.00-••1�1
J 1� riisc
r �No.s469s a
I■,;,■,
PHASE 11, SOUTH HIGHLAND AVE.
AS SHOWN
■
«�Exp.06/30/11
DESIGNED BY:
DAIS:
\P
qT 0/V1L p
E
I■■■■■■
LT
-- W.
APPRDVID BY
ORNMIG NO
I■■■■■
OF CALF
Date ID l0
■
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9
0
o
R.C.E. N0. 51152 DATE:
12" GRID
0
A=42 S.F.
u
a
0
TYPE VI ARROW
WHT LANE DROP ARROW
(FOR LEFT LANE, USE MIRROR IMAGE)
CALTRANS DETAIL A24A NOT TO SCALE E
All
0
0
A=15 S.F.
0
MEDIAN ISLAPDS TYPE IV U ARROW o
RG9 LAPS DROP ARROW %
CALTRANS DETAIL A20B NOT TO SCALE (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE)
0
NEW
L
■■■
N
PB AMERICAS INC.
CRY OF F(NTANK CALFOFMIV
o
Q<tOTESS/
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MII uer SHOW sir
=Mw-oeo-1
SWEET W ROMABUPB..AM
I,■�W■,
TYPICAL SECTIONS AND DETAILS
SCALE
i -
FASO.00-••1�1
J 1� riisc
r �No.s469s a
I■,;,■,
PHASE 11, SOUTH HIGHLAND AVE.
AS SHOWN
■
«�Exp.06/30/11
DESIGNED BY:
DAIS:
\P
qT 0/V1L p
E
I■■■■■■
LT
-- W.
APPRDVID BY
ORNMIG NO
I■■■■■
OF CALF
Date ID l0
■
c
All
0
0
A=15 S.F.
0
MEDIAN ISLAPDS TYPE IV U ARROW o
RG9 LAPS DROP ARROW %
CALTRANS DETAIL A20B NOT TO SCALE (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE)
0
CALTRANS DETAIL A24A NOT TO SCALE
L
0
N
PB AMERICAS INC.
CRY OF F(NTANK CALFOFMIV
o
Q<tOTESS/
MII uer SHOW sir
=Mw-oeo-1
SWEET W ROMABUPB..AM
DRAM BY:
TYPICAL SECTIONS AND DETAILS
SCALE
i -
FASO.00-••1�1
J 1� riisc
r �No.s469s a
�"�°' T1,e °" of
PHASE 11, SOUTH HIGHLAND AVE.
AS SHOWN
«�Exp.06/30/11
DESIGNED BY:
DAIS:
\P
qT 0/V1L p
E
LT
-- W.
APPRDVID BY
ORNMIG NO
2
OF CALF
Date ID l0
c
9
0
o
R.C.E. N0. 51152 DATE:
�crctr�K�iu�� UNLI"