HomeMy WebLinkAbout5471-21128
STA 14+37.22
1124 ITC ELEV = (1125.31)
FL ELEV = (1124.81)
JOIN TO EX. CURB
04
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STA 14+37.22
1124 ITC ELEV = (1125.31)
FL ELEV = (1124.81)
JOIN TO EX. CURB
04
O N
o r
1-1228 + - --
1126 F- J
(0.02%)
EX. R/W
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N
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14+37.26
1124 TC E
EV =
(1125.19)��
FL EL
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(1124.69)
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14+00
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PROP. TC � _ J � W W w w
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15+00
STA: 14+38.41 -
FS ELEV (1124.94)
" LT=6 92'
...__ W� _
STA: 14+37.22 STA: 14+38.22
TC ELEV (1125.31) TC ELEV 1125.32 2
RT=13.29' RT=13.29' L4
14+00 - 0-
EX. CA
STA: 14+37.26 -J L- STA: 14+38.26
TC ELEV (1125.19) TC ELEV 1125.20
RT=17.48' RT=17.48'
I- - - - - - - - - -
i
EX. R/W
UNDERGROUND SERVICE ALERT (USA) REV.
IT'S THE LAW!
DIAL BEFORE 4
YOU DIG!
CALL AT LEAST o
TWO WORKING DAYS Know Wears below.
BEFORE YOU DIG Call before you dig,
16+00
VALLEY BOULEVARD
- -- --- -- - .....................
�.
STA: 16+24.35
LT=17.42'
EC STA: 16+59.61 -1
1l^ �A AC . ^^ AI
LJ \1 J 1 P-%. 1 ..J I lJ J. V T
TC ELEV 1125.38
RT=17.47'
STA: 16+05.32
FS ELEV (1124.89)
RT=19.48'
17+00
EX. R/W
LEGEND:
XXX.XX = PROPOSED
(XXX.XX) = EXISTING
HORIZ. SCALE 1"=20'
VERT. SCALE 1"=4'
1128
1124
1126
1128
1124
18+00
1
CONSTRUCT A.0 PAVEMENT
GRIND AND OVERLAY
- CONSTRUCT ROCK MEDIAN
REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED KOA CORPORATION
QROFESS/ON
IMPROVEMENTS NOT COMMENCE WITHIN TWO Q�°�\NG G�q��Fti PLANNING & ENGINEERING
-- YEARS OF THE DATE OF APPROVAL SHOWN HEREON 3190 C Shelby Street
, California
- - AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 75793 Tel:ario(909)890-9693764 Fax:(909)890-9694
-- - CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/16 ,�
BENCH MARK: B.M. N0. 274 ELEVATION=1,244.23
PLANS TO BRING THEM INTO CONFORMANCE WITH .4 CIVIL
CIA1�F�P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO.
STANDARDS IN EFFECT. OF 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN.
CONSTRUCTION NOTES
1 a REMOVE EXISTING CURB.
1b REMOVE EXISTING ASPHALT CONCRETE.
1c REMOVE EXISTING ROCK LANDSCAPE AT MEDIAN.
OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF
FONTANA STANDARD PLAN N0. 1000.
O4 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401.
OGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
11 A.
OCONSTRUCT MEDIAN WITH ROCK TREATMENT PER FONTANA STANDARD PLAN NO.
5045, OVER 12" MIN 90% COMPACTED NATIVE.
07 PROTECT IN PLACE.
8O CONSTRUCT MEDIAN BREAK PER DETAIL "B".
OCONSTRUCT 6" PCC PAVEMENT OVER 12" MIN 95% COMPACTION. PCC SHALL BE
520-C-2500.
SAWCUT AND REMOVE
2' MIN OR AS 2' EXIST. PAVEMENT
SHOWN ON PLANS -(MIN) -REMOVE EXISTING CURB
WHERE APPLICABLE.
GRIND 0.10 MIN
EXIST. PAVEMENT AND i
OVERLAY 0.10' MIN.
�'�-- PROPOSED
CURB AND GUTTER
EXISTING PAVEMENT NEW PAVEMENT
GRIND AND OVERLAY DETAIL "A"
NOT TO SCALE
TYPICAL MEDIAN BLEAK'
JOIN TO EX CURB ----i ,@
--��'- FLOWLINE
EX. CURB
JOIN TO EX CURB -
OUTLET BOX
DETAIL B : MEDIAN BREAD
000
M
N
N
LINE #
N 04
N
N
r
131.62'
O
O
O
58"E
L2
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S89'
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-
15+00
STA: 14+38.41 -
FS ELEV (1124.94)
" LT=6 92'
...__ W� _
STA: 14+37.22 STA: 14+38.22
TC ELEV (1125.31) TC ELEV 1125.32 2
RT=13.29' RT=13.29' L4
14+00 - 0-
EX. CA
STA: 14+37.26 -J L- STA: 14+38.26
TC ELEV (1125.19) TC ELEV 1125.20
RT=17.48' RT=17.48'
I- - - - - - - - - -
i
EX. R/W
UNDERGROUND SERVICE ALERT (USA) REV.
IT'S THE LAW!
DIAL BEFORE 4
YOU DIG!
CALL AT LEAST o
TWO WORKING DAYS Know Wears below.
BEFORE YOU DIG Call before you dig,
16+00
VALLEY BOULEVARD
- -- --- -- - .....................
�.
STA: 16+24.35
LT=17.42'
EC STA: 16+59.61 -1
1l^ �A AC . ^^ AI
LJ \1 J 1 P-%. 1 ..J I lJ J. V T
TC ELEV 1125.38
RT=17.47'
STA: 16+05.32
FS ELEV (1124.89)
RT=19.48'
17+00
EX. R/W
LEGEND:
XXX.XX = PROPOSED
(XXX.XX) = EXISTING
HORIZ. SCALE 1"=20'
VERT. SCALE 1"=4'
1128
1124
1126
1128
1124
18+00
1
CONSTRUCT A.0 PAVEMENT
GRIND AND OVERLAY
- CONSTRUCT ROCK MEDIAN
REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED KOA CORPORATION
QROFESS/ON
IMPROVEMENTS NOT COMMENCE WITHIN TWO Q�°�\NG G�q��Fti PLANNING & ENGINEERING
-- YEARS OF THE DATE OF APPROVAL SHOWN HEREON 3190 C Shelby Street
, California
- - AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 75793 Tel:ario(909)890-9693764 Fax:(909)890-9694
-- - CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/16 ,�
BENCH MARK: B.M. N0. 274 ELEVATION=1,244.23
PLANS TO BRING THEM INTO CONFORMANCE WITH .4 CIVIL
CIA1�F�P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO.
STANDARDS IN EFFECT. OF 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN.
CONSTRUCTION NOTES
1 a REMOVE EXISTING CURB.
1b REMOVE EXISTING ASPHALT CONCRETE.
1c REMOVE EXISTING ROCK LANDSCAPE AT MEDIAN.
OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF
FONTANA STANDARD PLAN N0. 1000.
O4 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401.
OGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
11 A.
OCONSTRUCT MEDIAN WITH ROCK TREATMENT PER FONTANA STANDARD PLAN NO.
5045, OVER 12" MIN 90% COMPACTED NATIVE.
07 PROTECT IN PLACE.
8O CONSTRUCT MEDIAN BREAK PER DETAIL "B".
OCONSTRUCT 6" PCC PAVEMENT OVER 12" MIN 95% COMPACTION. PCC SHALL BE
520-C-2500.
SAWCUT AND REMOVE
2' MIN OR AS 2' EXIST. PAVEMENT
SHOWN ON PLANS -(MIN) -REMOVE EXISTING CURB
WHERE APPLICABLE.
GRIND 0.10 MIN
EXIST. PAVEMENT AND i
OVERLAY 0.10' MIN.
�'�-- PROPOSED
CURB AND GUTTER
EXISTING PAVEMENT NEW PAVEMENT
GRIND AND OVERLAY DETAIL "A"
NOT TO SCALE
TYPICAL MEDIAN BLEAK'
JOIN TO EX CURB ----i ,@
--��'- FLOWLINE
EX. CURB
JOIN TO EX CURB -
OUTLET BOX
DETAIL B : MEDIAN BREAD
LINE TABLE
LENGTH
RADIUS
LINE #
LENGTH
DIRECTION
L1
131.62'
N89'
28'
58"E
L2
131.66'
S89'
28'
58"W
L3
60.84'
S89'
23'
24-W
L4
82.19'
S76'
49'
51'W
L5
-
S89'
N- -
-
-
60.83'
S89'
-
24-W
- NU
- ---
N89'
28'
42"E
L8
57.31'
N70'
48'
42"E
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-- $4 --- -
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--_
15+00
STA: 14+38.41 -
FS ELEV (1124.94)
" LT=6 92'
...__ W� _
STA: 14+37.22 STA: 14+38.22
TC ELEV (1125.31) TC ELEV 1125.32 2
RT=13.29' RT=13.29' L4
14+00 - 0-
EX. CA
STA: 14+37.26 -J L- STA: 14+38.26
TC ELEV (1125.19) TC ELEV 1125.20
RT=17.48' RT=17.48'
I- - - - - - - - - -
i
EX. R/W
UNDERGROUND SERVICE ALERT (USA) REV.
IT'S THE LAW!
DIAL BEFORE 4
YOU DIG!
CALL AT LEAST o
TWO WORKING DAYS Know Wears below.
BEFORE YOU DIG Call before you dig,
16+00
VALLEY BOULEVARD
- -- --- -- - .....................
�.
STA: 16+24.35
LT=17.42'
EC STA: 16+59.61 -1
1l^ �A AC . ^^ AI
LJ \1 J 1 P-%. 1 ..J I lJ J. V T
TC ELEV 1125.38
RT=17.47'
STA: 16+05.32
FS ELEV (1124.89)
RT=19.48'
17+00
EX. R/W
LEGEND:
XXX.XX = PROPOSED
(XXX.XX) = EXISTING
HORIZ. SCALE 1"=20'
VERT. SCALE 1"=4'
1128
1124
1126
1128
1124
18+00
1
CONSTRUCT A.0 PAVEMENT
GRIND AND OVERLAY
- CONSTRUCT ROCK MEDIAN
REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED KOA CORPORATION
QROFESS/ON
IMPROVEMENTS NOT COMMENCE WITHIN TWO Q�°�\NG G�q��Fti PLANNING & ENGINEERING
-- YEARS OF THE DATE OF APPROVAL SHOWN HEREON 3190 C Shelby Street
, California
- - AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 75793 Tel:ario(909)890-9693764 Fax:(909)890-9694
-- - CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/16 ,�
BENCH MARK: B.M. N0. 274 ELEVATION=1,244.23
PLANS TO BRING THEM INTO CONFORMANCE WITH .4 CIVIL
CIA1�F�P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO.
STANDARDS IN EFFECT. OF 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN.
CONSTRUCTION NOTES
1 a REMOVE EXISTING CURB.
1b REMOVE EXISTING ASPHALT CONCRETE.
1c REMOVE EXISTING ROCK LANDSCAPE AT MEDIAN.
OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF
FONTANA STANDARD PLAN N0. 1000.
O4 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401.
OGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
11 A.
OCONSTRUCT MEDIAN WITH ROCK TREATMENT PER FONTANA STANDARD PLAN NO.
5045, OVER 12" MIN 90% COMPACTED NATIVE.
07 PROTECT IN PLACE.
8O CONSTRUCT MEDIAN BREAK PER DETAIL "B".
OCONSTRUCT 6" PCC PAVEMENT OVER 12" MIN 95% COMPACTION. PCC SHALL BE
520-C-2500.
SAWCUT AND REMOVE
2' MIN OR AS 2' EXIST. PAVEMENT
SHOWN ON PLANS -(MIN) -REMOVE EXISTING CURB
WHERE APPLICABLE.
GRIND 0.10 MIN
EXIST. PAVEMENT AND i
OVERLAY 0.10' MIN.
�'�-- PROPOSED
CURB AND GUTTER
EXISTING PAVEMENT NEW PAVEMENT
GRIND AND OVERLAY DETAIL "A"
NOT TO SCALE
TYPICAL MEDIAN BLEAK'
JOIN TO EX CURB ----i ,@
--��'- FLOWLINE
EX. CURB
JOIN TO EX CURB -
OUTLET BOX
DETAIL B : MEDIAN BREAD
Prepared Under The Supervision Of
NOT TO SCALE
CURVE TABLE
LINE TABLE
LENGTH
RADIUS
LINE #
LENGTH
DIRECTION
L1
131.62'
N89'
28'
58"E
L2
131.66'
S89'
28'
58"W
L3
60.84'
S89'
23'
24-W
L4
82.19'
S76'
49'
51'W
L5
142.21'
S89'
28'
58"W
L6
60.83'
S89'
23'
24-W
L7
168.10'
N89'
28'
42"E
L8
57.31'
N70'
48'
42"E
Prepared Under The Supervision Of
NOT TO SCALE
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
46.12'
114.00'
23' 10' 45"
23.38'
C2
46.11'
114.00'
23' 10' 29"
23.37'
C3
46.13'
111.00'
23" 48' 44"
23.40'
C4
46.13'
111.00'
23' 48' 44"
23.40'
DRAWN BY:
DESIGNED BY -
CHECKED CHECKED BY:
DATE: b
R.C.E. 75793
North
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
MEDIAN IMPROVEMENT PLAN
VALLEY BLVD SCALE:
FROM SIERRA AVENUE As Noted
DATE:
TO VINEYARD VALLEY
APPROVED BY. / DRAWING NO.: 2
DA E: 5471 3
CITY ENG R.C.E. 51152