HomeMy WebLinkAbout4984-7SCALE= NONE AS NEEDED
n p
CITY CJS" ONTARIO o -
ING
RECOMMENDED BY: "" a^�"- '� `� �3' EIFORE,. DAYS BEFORE
YOU DIG YOU DIG
ACCEPTED BY ` TOLL FREE -800-227.2600 REV`
I'ENGIN UATL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REv1M OESCIt DM DATE ENM CITY DATE
CONCRETE COLOR SHALL BE BRICK RED
IA -26 AS MANUFACTURED BY L.M. SCOFFIELD
OR EQUAL
PER PLAN PER PLAN
LIMITS
CURB TYPE PER PLAN VARIABLE SLOPE
9" HOT MIX ASPHALT (TYPE A) 1 GRAD TO DRAIN 27
OVER 12" AGGREGATE BASE .
(957 COMPACTION)
3 SAND FILL
EG COMPACTED TO 95/.
4" P.C.C. STANDARD 8RICK
STAMPED CONCRETE
I
CURB TYPE PERPLAN
9" HOT MIX ASPHALT (TYPE A) `
OVER 12" AGGREGATE BASE
(951. COMPACTION) 3" SAND FILL
4" P.C.C. STANDARD BRICK
STAMPED CONCRETE* 7
EG COMPACTED TO 95X
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
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
=►
CONSTRUCTION
PER PLAN PER PLAN
SAW CUT 4
LIMITS COLD PLANE DEPTH '
REMOVE EXIST MEDIAN PER PLAN AND REPLACEI
J W/ NEW AC SECTION
9" HOT MIX ASPHALT (TYPE A) �
OVER 12 AGGREGATE BASE
(95/. COMPACTION)
CURB AND GUTTER TYPE
PER PLAN
1 MEDIAN DETAIL
SCALE: 1" = 2'
% I I, "W-1 —1 I lwIxl
MEDIAN DETAIL
SCALE NTS
CONSTRUCTION
PER PLAN
EXIST MEDIAN
/—COLD PLANE DEPTH '
PER PLAN AND REPLACE !
W/ NEW AC SECTION
PROTECT EX
AB IN PLACE
CONSTRUCTION
PER PLA PER PLAN I PER PLAN PER PLA
SAW CUT SAW CU
LIMITS VARIABLE SLOPE LIMITCURB TYPE PER PLAN
GRADE TO ■DRAIN 2% MIN
,T
9" HOT MIX ASPHALT (TYPE A) 4" P.C.C. STANDARD BRICK 3" SAND FILL EXISTING A.C.
OVER 12" AGGREGATE BASE STAMPED CONCRETE= EG COMPACTED TO 95X
(951 COMPACTION) 3 MEDIAN DETAIL
SCALE 1" '
= 2
9" HOT MIX ASPHALT (TYPE A)
OVER 12" AGGREGATE BASE PER PLAN
(951. COMPACTION)
SAW CUI
CURB AND GUTTER TYPE PER PLA LIMITS EM
SIDEWALK PER PLAN–)
AS NEEDED
EXIST CURB & GUTTER
r—GRIND EXISTING AC PAVEMENT
`— EG COMPACTED TO 95X
(--4CURB & GUTTER DETAIL
SCALE 0" 0'
p FEss, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
G.►TTeRSON STREET IMPROVEMENT PLAN
' RSSOCIPTES, INC.
fry CIVIL-MCKWORK ENGINEERING DRAWN SY, SCALE:
N0. 746
5T pwN 1,COUNTRY RO"SLgTE 300 E. LOPEZ TYPICAL SECTIONS AS SHOWN
EXP. 6/30/14 ORANGE. CA 92s68 oEsoco sY: _ AND OAF,
E. LOPEZ 11/30/12
or CA1.iF Dote CHECKED BY; APPR DRAWING NO.: 7
MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHi4NDEHARI DAA' f r Q " 4984
CURB; AND GUTTER TYPE"
I ;
I PER PLAN
3" SAND FILL
--EX. CUR
'
CURB &GUTTER PER
EXIST
PROP
NORTH
EG COMPACTED TO 95X
CONSTRUCTION
!
'
EXIST
SR/WH
9" HOT MIX ASPHALT (TYPE Al
OVER 12" AGGREGATE BASE
!
R/W
R/W
49' TO 77'
(951. COMPACTION)
t
.I,
49' TO 80'
SCALE$ NONE
'
j VARIE
PER PLAN
VARIES
VARIES VARIE/
PER PLAN
VARIES
r— '
3'
EXISTPROP
EAST
SIDEWALK 'PER PLAN
CONSTRUCTION
:
PER PLAN
TO 82'
PER PLAN
!
147' TO 165'
;
PER PLAN 59■ TO 65'
AS
NEEDED,
VARIES PER PLAN
VARIES VARIE
!
5.0' 1 '
■
STANDARD BRICK
I
I
CONCRETE= z
I
!
CURB AND GUTTER
'
EXISTING
GROUND
CURB PLAN >
EXISjTING
GROUND
Q
I
,
■
,
' --
4" P.C.C.
STANDARD BRICK
'
I
FILL
I
2:1 W
'
'
COLD PLANE DEPTH EG COMPACTED
STAMPED CONCRETE=
6"A.C.
W/ NEW AC SECTION
COLD PLANE DEPTH
j
PER PLAN AND REPLACE ®
j
9" HOT MIX ASPHALT (TYPE
A)
W/ NEW AC SECTION
I
'
'
OVER 12" AGGREGATE BASE
PER PLAN
CURB AND GUTTER TYPE
CURB AND
GUTTERITYPE
I
CURB PER PLAN
3" SAND FILL
j PER PLAN
TYPICAL SECTION
PER; PLAN
STA 11+00 TO 17+00
■
!
1
j
9" HOT MIX ASPHALT (TYPE
A)
EG COMPACTED
TO 95X
OVER 12" AGGREGATE BASE
SLOVER AVENUE
1 '
■
(951. COMPACTION)
TYPICAL SECTION
� ! 1
9" HOT MIX ASPHALT (TYPE A)
� I ,
OVER 12"
AGGREGATE BASE
SCALE* NOS
(951. COMPACTION)
EXIST
EXIST
CONSTRUCTION
EXIST
P
R/W
EXIST
NORTH
R/W R/W
1
58' TO 71'
I
CONSTRUCTION
SOUTH
VARIES PER PLAN
ARIE VARIES j
VARIES PER PLAN
5r i
53' TO 181'
4" P.C.C. STANDARD BRICK
STAMPED CONCRETE-
CURB TYPE
PER PLAN
49' TO 53'
R/W
!EXISTING CURB
'GROUND
'
�. _ -, (REMOVE EXISTING MEDIAN TYPE PER PLAN
PER PLAN
PER PLAN
���
PER PLAN
VARIES
PER PLAN
VARIES
ARIE VARIES
I
VARIES
VARIES
'
9" HOT MIX ASPHALT (TYPE A)
OVER 12" AGGREGATE BASE
EG COMPACTEDI
TO 95X
9 HOT MIX ASPHALT (TYPE A)
'
CURB AND GUTTER
(957 COMPACTION)
SIDEIALK
AS NEEDED
I I
TYPE PER PLAN
4" P.C.C. STANDARD BRICK
CURB PER PLAN
I
STA 4+00 TO STA 9+00
SIDEWALK PER PLAN
I
EXISTING
GROUND STAMPED CONCRETE=
I
SCALE= NONE AS NEEDED
n p
CITY CJS" ONTARIO o -
ING
RECOMMENDED BY: "" a^�"- '� `� �3' EIFORE,. DAYS BEFORE
YOU DIG YOU DIG
ACCEPTED BY ` TOLL FREE -800-227.2600 REV`
I'ENGIN UATL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REv1M OESCIt DM DATE ENM CITY DATE
CONCRETE COLOR SHALL BE BRICK RED
IA -26 AS MANUFACTURED BY L.M. SCOFFIELD
OR EQUAL
PER PLAN PER PLAN
LIMITS
CURB TYPE PER PLAN VARIABLE SLOPE
9" HOT MIX ASPHALT (TYPE A) 1 GRAD TO DRAIN 27
OVER 12" AGGREGATE BASE .
(957 COMPACTION)
3 SAND FILL
EG COMPACTED TO 95/.
4" P.C.C. STANDARD 8RICK
STAMPED CONCRETE
I
CURB TYPE PERPLAN
9" HOT MIX ASPHALT (TYPE A) `
OVER 12" AGGREGATE BASE
(951. COMPACTION) 3" SAND FILL
4" P.C.C. STANDARD BRICK
STAMPED CONCRETE* 7
EG COMPACTED TO 95X
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
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
=►
CONSTRUCTION
PER PLAN PER PLAN
SAW CUT 4
LIMITS COLD PLANE DEPTH '
REMOVE EXIST MEDIAN PER PLAN AND REPLACEI
J W/ NEW AC SECTION
9" HOT MIX ASPHALT (TYPE A) �
OVER 12 AGGREGATE BASE
(95/. COMPACTION)
CURB AND GUTTER TYPE
PER PLAN
1 MEDIAN DETAIL
SCALE: 1" = 2'
% I I, "W-1 —1 I lwIxl
MEDIAN DETAIL
SCALE NTS
CONSTRUCTION
PER PLAN
EXIST MEDIAN
/—COLD PLANE DEPTH '
PER PLAN AND REPLACE !
W/ NEW AC SECTION
PROTECT EX
AB IN PLACE
CONSTRUCTION
PER PLA PER PLAN I PER PLAN PER PLA
SAW CUT SAW CU
LIMITS VARIABLE SLOPE LIMITCURB TYPE PER PLAN
GRADE TO ■DRAIN 2% MIN
,T
9" HOT MIX ASPHALT (TYPE A) 4" P.C.C. STANDARD BRICK 3" SAND FILL EXISTING A.C.
OVER 12" AGGREGATE BASE STAMPED CONCRETE= EG COMPACTED TO 95X
(951 COMPACTION) 3 MEDIAN DETAIL
SCALE 1" '
= 2
9" HOT MIX ASPHALT (TYPE A)
OVER 12" AGGREGATE BASE PER PLAN
(951. COMPACTION)
SAW CUI
CURB AND GUTTER TYPE PER PLA LIMITS EM
SIDEWALK PER PLAN–)
AS NEEDED
EXIST CURB & GUTTER
r—GRIND EXISTING AC PAVEMENT
`— EG COMPACTED TO 95X
(--4CURB & GUTTER DETAIL
SCALE 0" 0'
p FEss, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
G.►TTeRSON STREET IMPROVEMENT PLAN
' RSSOCIPTES, INC.
fry CIVIL-MCKWORK ENGINEERING DRAWN SY, SCALE:
N0. 746
5T pwN 1,COUNTRY RO"SLgTE 300 E. LOPEZ TYPICAL SECTIONS AS SHOWN
EXP. 6/30/14 ORANGE. CA 92s68 oEsoco sY: _ AND OAF,
E. LOPEZ 11/30/12
or CA1.iF Dote CHECKED BY; APPR DRAWING NO.: 7
MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHi4NDEHARI DAA' f r Q " 4984
CURB; AND GUTTER TYPE"
I ;
I PER PLAN
3" SAND FILL
--EX. CUR
'
CURB &GUTTER PER
PLAN
'
EG COMPACTED TO 95X
AND GUTTER
!
'
9" HOT MIX ASPHALT (TYPE Al AIRPORT DRIVE
9" HOT MIX ASPHALT (TYPE Al
OVER 12" AGGREGATE BASE
!
I
OVER 12 AGGREGATE
(951 COMPACTION)
BASE
TYPICAL SECTION
(951. COMPACTION)
i
SCALE$ NONE
EXISTPROP
EAST
CONSTRUCTION
EXISTR/W
Riw65'
TO 82'
R/WT
!
147' TO 165'
r
PER PLAN 59■ TO 65'
I
VARIES PER PLAN
VARIES VARIE
VARIES PER PLAN VARIES
5.0' 1 '
CURB PER PLAN " P.C.C.
STANDARD BRICK
VARIES
REMOVE EXIST MEDIAN I TAMPED
Z
CONCRETE= z
I
!
CURB AND GUTTER
1 •5
EXISTING
GROUND
CURB PLAN >
I TYPE PER PLAN
I
Q
' --
3" SAND
'
FILL
I '
'
'
COLD PLANE DEPTH EG COMPACTED
PER PLAN AND REPLACE TO 95/.
6"A.C.
W/ NEW AC SECTION
COLD PLANE DEPTH
j
PER PLAN AND REPLACE ®
j
9" HOT MIX ASPHALT (TYPE
A)
W/ NEW AC SECTION
I
'
CURB AND GUTTER TYPE
OVER 12" AGGREGATE BASE
PER PLAN
(957, COMPACTION)
9" HOT MIX ASPHALT (TYPE A) `
I
ETIWANDA AVENUE
OVER 12" AGGREGATE BASE
TYPICAL SECTION
(951. COMPACTION)
STA 11+00 TO 17+00
■
!
SCALE* NONE
� ! 1
1 '
■
� ! 1
� I ,
EXIST
CONSTRUCTION
EXIST
P
R/W
R/W R/W
1
58' TO 71'
I
62' TO 66'
j
VARIES PER PLAN
ARIE VARIES j
VARIES PER PLAN
5r i
REMOVE
XISITNG
4" P.C.C. STANDARD BRICK
STAMPED CONCRETE-
CURB TYPE
PER PLAN
CURB AND GUTTER
!EXISTING CURB
'GROUND
CURB TYPE
�. _ -, (REMOVE EXISTING MEDIAN TYPE PER PLAN
PER PLAN
9" HOT MIX ASPHALT (TYPE A)
OVER 12" AGGREGATE BASE
EG COMPACTEDI
TO 95X
9 HOT MIX ASPHALT (TYPE A)
a ■
t
CURB AND GUTTER
(957 COMPACTION)
ETIWANDA AVENUE
OVER 12" AGGREGATE BASE
(95X COMPACTION)
I I
TYPE PER PLAN
TYPICAL SECTION
STA 4+00 TO STA 9+00
SIDEWALK PER PLAN
SCALE= NONE AS NEEDED
n p
CITY CJS" ONTARIO o -
ING
RECOMMENDED BY: "" a^�"- '� `� �3' EIFORE,. DAYS BEFORE
YOU DIG YOU DIG
ACCEPTED BY ` TOLL FREE -800-227.2600 REV`
I'ENGIN UATL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REv1M OESCIt DM DATE ENM CITY DATE
CONCRETE COLOR SHALL BE BRICK RED
IA -26 AS MANUFACTURED BY L.M. SCOFFIELD
OR EQUAL
PER PLAN PER PLAN
LIMITS
CURB TYPE PER PLAN VARIABLE SLOPE
9" HOT MIX ASPHALT (TYPE A) 1 GRAD TO DRAIN 27
OVER 12" AGGREGATE BASE .
(957 COMPACTION)
3 SAND FILL
EG COMPACTED TO 95/.
4" P.C.C. STANDARD 8RICK
STAMPED CONCRETE
I
CURB TYPE PERPLAN
9" HOT MIX ASPHALT (TYPE A) `
OVER 12" AGGREGATE BASE
(951. COMPACTION) 3" SAND FILL
4" P.C.C. STANDARD BRICK
STAMPED CONCRETE* 7
EG COMPACTED TO 95X
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
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
=►
CONSTRUCTION
PER PLAN PER PLAN
SAW CUT 4
LIMITS COLD PLANE DEPTH '
REMOVE EXIST MEDIAN PER PLAN AND REPLACEI
J W/ NEW AC SECTION
9" HOT MIX ASPHALT (TYPE A) �
OVER 12 AGGREGATE BASE
(95/. COMPACTION)
CURB AND GUTTER TYPE
PER PLAN
1 MEDIAN DETAIL
SCALE: 1" = 2'
% I I, "W-1 —1 I lwIxl
MEDIAN DETAIL
SCALE NTS
CONSTRUCTION
PER PLAN
EXIST MEDIAN
/—COLD PLANE DEPTH '
PER PLAN AND REPLACE !
W/ NEW AC SECTION
PROTECT EX
AB IN PLACE
CONSTRUCTION
PER PLA PER PLAN I PER PLAN PER PLA
SAW CUT SAW CU
LIMITS VARIABLE SLOPE LIMITCURB TYPE PER PLAN
GRADE TO ■DRAIN 2% MIN
,T
9" HOT MIX ASPHALT (TYPE A) 4" P.C.C. STANDARD BRICK 3" SAND FILL EXISTING A.C.
OVER 12" AGGREGATE BASE STAMPED CONCRETE= EG COMPACTED TO 95X
(951 COMPACTION) 3 MEDIAN DETAIL
SCALE 1" '
= 2
9" HOT MIX ASPHALT (TYPE A)
OVER 12" AGGREGATE BASE PER PLAN
(951. COMPACTION)
SAW CUI
CURB AND GUTTER TYPE PER PLA LIMITS EM
SIDEWALK PER PLAN–)
AS NEEDED
EXIST CURB & GUTTER
r—GRIND EXISTING AC PAVEMENT
`— EG COMPACTED TO 95X
(--4CURB & GUTTER DETAIL
SCALE 0" 0'
p FEss, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
G.►TTeRSON STREET IMPROVEMENT PLAN
' RSSOCIPTES, INC.
fry CIVIL-MCKWORK ENGINEERING DRAWN SY, SCALE:
N0. 746
5T pwN 1,COUNTRY RO"SLgTE 300 E. LOPEZ TYPICAL SECTIONS AS SHOWN
EXP. 6/30/14 ORANGE. CA 92s68 oEsoco sY: _ AND OAF,
E. LOPEZ 11/30/12
or CA1.iF Dote CHECKED BY; APPR DRAWING NO.: 7
MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHi4NDEHARI DAA' f r Q " 4984