HomeMy WebLinkAbout3663-5ASTA 11+00.00
SAWCUT & JOIN EXIST
AC PAVEMENT
24'
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12 .12' • Fp EXIST R /W
N
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STA 10+77.00, 12 RT
"C"
BDETIL
22' . END C&G AND TRANSITION
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+75 ECR
BEGIN 2'
STA 10+75.00, 12' LT 1'8' w • ` TRANSITION FROM 8"CF
TO 0" CF
(1401.21 ) EP O
AC BERM
Vwv 25
FH
EXIST R/W�
EXIST BERM—, v7
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EXIST a/w
8) DETAIL "B"
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400.95 s
L� P o `� X"Ct f W.:
dnn u� 8 DETAIL F
A
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SIERRA AVENUE
�_ STA 48+94.09 SIERRA AVE
CONSTRUCTION STA 10+00.00 YACNdTfC
MONTGOMERY AVENUE
MONTGOMERY AVENUE CROSS GUTTER DETAIL
1" =10,
15' 15
r8 DETML 'Y�}
TRANSITION
FROM 8' TO 15' WIDE
TRANSITION
FROM 8' TO 15' WIDE
DETAIL "F"
TYPICAL COLD PLANE DETAIL
AT EXISTING CROSS GUTTER
N.T.S.
TOLL FREE -qmmmm'"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STA 49+41.09, BCR
40' LT
— rDAYLIGHT LINE
1
I
PROP R/W
L m
1402.44 TC
1401.77 FL
ai
SIERRA AVENUE
i
iW
0
g
J
S
IZ
J
Q
PROPOSED CROSSWALK STRIPING 3
�l
12'
MAGNETIC
STA. 82+51.95 SIERRA AVE=
100+00 WALNUT VILLAGE PKWY
REMOVE EXIST MEDIAN C&G
DETAIL "G"
WALNUT VILLAGE PARKWAY
MEDIAN NOSE RELOCATION DETAIL
1' =10'
CROSS SECTION A -A
WALNUT VILLAGE PARKWAY
MEDIAN NOSE RELOCATION DETAIL
NTS
SHOULD CONSTRUCTION OF THE REQUIRED_IMPROVEMENTS NOT QRpF :SS/oN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No. 37
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o� .6 08
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDq�CIVIL
STANDARDS IN EFFECT. OF CA��
STREET IMPROVEMENT CONSTRUCTION NOTES
REVISION DESCRIPTION
O1
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD.
PLAN NO. 1003.
O2
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO.
1003.
3O
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF
FONTANA STD. PLAN NO. 1006.
O4
CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. PLAN NO.
1005.
p/BEARING
O5
CONSTRUCT 8" AC BERM PER CITY OF FONTANA STD. PLAN NO. 136.
TANGENT
�6
CONSTRUCT 7" FULL–DEPTH AC OVER 12"-95% COMPACTED NATIVE
I E
SUBGRADE.
O7
COLD MILL I" EXIST AC PAVEMENT, CRACK SEAL PER DETAIL "A" ON SHEET
5, AND PLACE 2 1/2- AC OVERLAY.
�8
COLD MILL VARIABLE DEPTH PER DETAIL "B" OR "C" ON SHEET 5 AND
........
1
DETAIL "F" ON SHEET 5A (AND AS SHOWN ON PLANS), CRACK SEAL PER
35.00'
54.98'
SIERRA AVENUE
i
iW
0
g
J
S
IZ
J
Q
PROPOSED CROSSWALK STRIPING 3
�l
12'
MAGNETIC
STA. 82+51.95 SIERRA AVE=
100+00 WALNUT VILLAGE PKWY
REMOVE EXIST MEDIAN C&G
DETAIL "G"
WALNUT VILLAGE PARKWAY
MEDIAN NOSE RELOCATION DETAIL
1' =10'
CROSS SECTION A -A
WALNUT VILLAGE PARKWAY
MEDIAN NOSE RELOCATION DETAIL
NTS
SHOULD CONSTRUCTION OF THE REQUIRED_IMPROVEMENTS NOT QRpF :SS/oN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No. 37
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o� .6 08
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDq�CIVIL
STANDARDS IN EFFECT. OF CA��
STREET IMPROVEMENT CONSTRUCTION NOTES
O1
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD.
PLAN NO. 1003.
O2
CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO.
1003.
3O
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF
FONTANA STD. PLAN NO. 1006.
O4
CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. PLAN NO.
1005.
p/BEARING
O5
CONSTRUCT 8" AC BERM PER CITY OF FONTANA STD. PLAN NO. 136.
TANGENT
�6
CONSTRUCT 7" FULL–DEPTH AC OVER 12"-95% COMPACTED NATIVE
SUBGRADE.
O7
COLD MILL I" EXIST AC PAVEMENT, CRACK SEAL PER DETAIL "A" ON SHEET
5, AND PLACE 2 1/2- AC OVERLAY.
�8
COLD MILL VARIABLE DEPTH PER DETAIL "B" OR "C" ON SHEET 5 AND
........
1
DETAIL "F" ON SHEET 5A (AND AS SHOWN ON PLANS), CRACK SEAL PER
35.00'
54.98'
DETAIL "A" ON SHEET 5, AND PLACE 2 1/2" OVERLAY.
49+41.09
0
'REMOVE EXIST PAVEMENT.
10
CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO
:� :; •:
S40 -22927"E
1015, AND AS SHOWN ON PLANS.
4.20'
11
CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA
STANDARD PLAN NO. 1007.
12
CONSTRUCT 60' BUS BAY (8" PCC OVER 6" CAB OVER 12" MIN 95%
COMPACTED NATIVE SUBGRADE) PER CITY OF FONTANA STANDARD PLAN
NO. 1014.
13
CONSTRUCT 10' CONCRETE CROSS GUTTER PER DETAILS ON SHEET 16.
14
RELOCATE EXIST STREET LIGHT, POWER POLE OR GUY WIRE (BY OTHERS)
15
REMOVE EXIST TREE OR TREES (INCLUDING ROOT BALL & COMPACTED
BACKFILL)
16
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO.
f
1005A
17
TO BE RELOCATED OR DEMOLISHED BY CONTRACTOR (TYPE AS SHOWN)
18
TO BE RELOCATED (BY OTHERS)
19
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY OF FONTANA
STD. PLAN NO. 109
20
ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF
FONTANA STD. PLAN NO. 130
l7
21
ADJUST GAS VALVE FRAME AND COVER TO GRADE
22
RELOCATE/REMOVE TRAFFIC SIGNAL APPURTENANCES (SEE TRAFFIC SIGNAL
MODIFICATION PLANS)
23
REMOVE EXIST SIGN AND/OR POST.
®
TO BE REMOVED .. _ .. %..
Lli
25
PROTECT IN PLACE
26
REMOVE AND REPLACE EXIST STRUCTURAL SECTION WITH 12" AC FULL
DEPTH SECTION IN THREE EQUAL LIFTS PER DETAIL "D" OR "E" SHOWN
ON SHEET 5.
27
COLD MILL .10' MIN EXIST AC PAVEMENT AND OVERLAY WITH .10' MIN. AC
PER DETAIL "D" SHOWN ON SHEET 5.
28
CONSTRUCT 6" SHEDDING CONCRETE CURB AND GUTTER TYPE A3 (6") PER
APWA STD. PLAN 120-1.
Beir
29
CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF FONTANA STD. PLAN
No. 104.
30
REMOVE EXISTING CURB AND GUTTER, AC BERM, PCC SIDEWALK OR PCC
DRAWN BY:
DRIVEWAY AS SHOWN ON THE PLANS.
SCALE:
MEDIAN FLARE PER APWA STD. PLAN 141-1.
1. "'TYPI
MEDIAN TAPER PER APWA STD: PLAN 140-2.
C L DETAILS
73
u,
.x
CURVE DATA
6J
p/BEARING
RADIUS
LENGTH
TANGENT
BC STA
EC STA
C-1
1
90'00'00'
35.00'
54.98'
35.00'
49+41.09
10+77.00
2
S40 -22927"E
–
4.20'
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AS-BUILT
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Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
Beir
SIERRA
A VE AND BA SELINE A VE IMPROVE MENTS
DRAWN BY:
SCALE:
'�'
1. "'TYPI
C L DETAILS
AS SHOWN
��'
2001 East First Street
DESIGNED BY:
DATE:
07/31/06A,
m
Santa Ana, CA 92705
B. A. S
TEL: (714)568-7300 FAX: (714)836-5906
CHECKED BY.
APP VED BY:
DRAWING NO.:
5A
63
3663
— Date
M R
TY ENGINEER R.C.E. 51152 DATE:
2
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