HomeMy WebLinkAbout2997-7FINISHED
SURFACE -
36"
INSTALL CAP
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0 � INSTALL TYPE "A"
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PAVEMENT MARKER
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AT EOP
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0
PER PLAN
1-4 INCH AND
1-6 INCH SCHEDULE 90 PVC PIPE 17
(CONDUIT)
PVC PIPE CONDUIT DETAIL
NOT TO,SCALE
PROPOSEDI STALL TYPE "A"
MEDIAN CURB P.'•.VEMENT MARKER
SAWCUT AND REMOVE
EXIST. PAVEMENT
(B—COLD MILL 0.10' MIN. REMOVE EXISTING A.C. DIKE
EXIST. PAVEMENT AND � 5� 2� WHERE APPLICABLE
OVERLAY 0.10' MIN. MIN. MIN. REMOVE REDWOOD
/ -1 � HEADER WHERE APPLICABLE
NEW PAVEMENT
EXISTING PAVEMENT
COLDMILL AND OVERLAY DETAIL
!:—e
NOT TO SCALE
PROPOSED —
MEDIAN CURB
PER PLAN
NEW PAVEMENT
PER PLAN
�T:N
FUTURE
LANDSCAPING
AREA PER
PLAN
CONSTRUCT
GROUTED RIVER
ROCK MEDIAN
TREATMENT
PER CITY OF
FONTANA
STD PLAN
o v - 0 N0. 145
v .4
MEDIAN TREATMENT SECTION
NOT TO SCALE
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INSTALL CAP
vin
VA
VA
1114
VA
VA INSTALL TYPE I CLASS F DELINEATOR AT EACH CORNER.
I
2' TYP. 10' SQUARE CONCRETE
APRON 5 MIN. CLEARANCE
FROM CENTER OF GRATE ASSEMBLY
ELEV. AT TOP OF GRATE WELDED (TYP)
PER PLAN ,LO
611
f c\j
#4 REBAR
q"—� � I I I I 6" OC BOTH WAYS
4" THICK CONCRETE I
CLASS 560-C-3250 I
X36"I I GCP PER CALTRANS
DIAMETER �I I STANDARD PLAN
TYPE 900RX GRATE I I I I NO. D75 B
(SEE CALTRANS STD. PLAN D75B I I I 28
FOR DETAILS NOT SHOWN)
fl II
GCP MODIFIED INLET DETAIL
pm
INSTALL TYPE I CLASS F DELINEATOR AT EACH CORNER.
NOT TO SCALE
CL
2' TYP. 10' SQUARE CONCRETE
APRON 5 MIN• CLEARANCE ,
FRnm rrNTPR np (;RATE Argl:MRI Y
4"-
4" THICK CONCRETE
CLASS 560-C-3250
DIMENSIONSe
W= 4' -31/21 ' FOR TWO GRATINGS
A = 90 ° 00' 00' '
6" OC BOTH WAYS
FRAME AND
GRATING
PER APWA STD
PLAN 311-2.
GRATING CATCH BASIN
PER APWA STD. PLAN 305-2.
2.25"' (TYP.)
MODIFIED CATCH BASIN DETAIL
WII REVISION DESCRIPTIONLVA
!� �®
NOT TO SCALE
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.
NOT TO SCALE
CONSTRUCT JUNCTION
STRUCTURE PER
CITY OF FONTANA
STD. DETAIL 116
I I I
I I I I Z..,— EX. 24" RCP
PLAN
NOTES:
I. WALLS, TOP, AND BOTTOM TO BE
REINFORCED WITH NO. 4 BARS
12 INCHES ON CENTERS BOTH SIDES.
2. IN PAVEMENT, COVER AND FRAME SHALL
BE STEEL CHECKERED PLATE COVER AND
FRAME TYPE A-1083 (48" X 48", TRAFFIC
RATED STRENGTH) FABRICATED BY
ALHAMBRA FOUNDRY COMPANY, LTD
OR CITY APPROVED EQUAL.
2-18" RCP
MODIFIED JUNCTION STRUCTURE DETAIL
NOT TO SCALE
CONSTRUCTION NOTES:
CLOF ROAD
OI PROTECT IN PLACE.
VAR I EIS PER PLAN
3A COLD M I LL 30.48mm
(0. 1 ' ) OF EX I ST I NG A. C. PAVEMENT AND OVERLAY
9"
30. 48mm (0. I ) OF
VARIES
PER PLAN
9"
16 CONSTRUCT MED I AN. TREATMENT PER CITY OF FONTANA STD. PLAN 145.
6� CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL HEREON.
I7 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION HEREON.
25 CONSTRUCT MODIFIED CATCH BASIN PER DETAIL HEREON.
VARIES PER PLAN
VARIES PER PLAN
28 CONSTRUCT GCP MODIFIED
INLET PER DETAIL HEREON.
29 CONSTRUCT MODIFIED JUNCTION STRUCTURE PER DETAIL HEREON.
CONSTRUCT GROUTED RIVER
PLANS PREPARED BY:
CITY OF F
OJpy9�
A.
I�U WILLDAN
ROCK MEDIAN TREATMENT PER
�, os zq
STREET IMPROVEMENTS
13191 Crossroads Parkway North, Suite 405
DRAWN BY:
CITY OF FONTANA STD PLAN
SCALE:
Industry, CA 91746-3497
0360;53�q �
(562) 908-6200
DB/BM
5'
� EXP,
*
2 - WAY YELLOW
NO. 145
DESIGNED BY..
DATE.
J�glF C1V1�- o����'
/03
NJ/SB/C
04-14-03
CHECKED BY
APP ED BY•
' .7
REFLECTIVE MARKER
7
pF p`1F��
CARL A. ZAMANO R.C.E. 60153 DATE
CZ
2997
3
4'
(TYP. )
ISA 2% MIN
Qpti�y
2 - WAY YELLOW
�tiV�
q
REFLECTIVE MARKER (TYP-)
v 2% MIN
#4 LONGITUDINAL BAR (TYP-)
5"
#4 LONGITUDINAL BAR (TYP-)
EX. A.C. SURFACE
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v ; v' • a : �, • Via' •• ' • •
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EX A C SURFACE
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•,
•, ,
#4 -
16" LONG @ 4' C/C
(TYP.)
#4 - 16" LONG @ 4' C/C ( TYP• )
CALTRANS STD.
A87 TYPE B3
THICKNESS VARIES
EXIST• FINISHED SURFACE
1
CALTRANS
STD. A87 TYPE B3
EXTRUDED 6 MEDIAN
CURB
PAVEMENT
EXTRUDED
6" MEDIAN CURB
WITH EPDXY AND
REBAR (TYP.)
WITH EPDXY AND REBAR (TYP.)
MODIFIED
MEDIAN TREATMENT DETAIL
vin
VA
VA
1114
VA
VA INSTALL TYPE I CLASS F DELINEATOR AT EACH CORNER.
I
2' TYP. 10' SQUARE CONCRETE
APRON 5 MIN. CLEARANCE
FROM CENTER OF GRATE ASSEMBLY
ELEV. AT TOP OF GRATE WELDED (TYP)
PER PLAN ,LO
611
f c\j
#4 REBAR
q"—� � I I I I 6" OC BOTH WAYS
4" THICK CONCRETE I
CLASS 560-C-3250 I
X36"I I GCP PER CALTRANS
DIAMETER �I I STANDARD PLAN
TYPE 900RX GRATE I I I I NO. D75 B
(SEE CALTRANS STD. PLAN D75B I I I 28
FOR DETAILS NOT SHOWN)
fl II
GCP MODIFIED INLET DETAIL
pm
INSTALL TYPE I CLASS F DELINEATOR AT EACH CORNER.
NOT TO SCALE
CL
2' TYP. 10' SQUARE CONCRETE
APRON 5 MIN• CLEARANCE ,
FRnm rrNTPR np (;RATE Argl:MRI Y
4"-
4" THICK CONCRETE
CLASS 560-C-3250
DIMENSIONSe
W= 4' -31/21 ' FOR TWO GRATINGS
A = 90 ° 00' 00' '
6" OC BOTH WAYS
FRAME AND
GRATING
PER APWA STD
PLAN 311-2.
GRATING CATCH BASIN
PER APWA STD. PLAN 305-2.
2.25"' (TYP.)
MODIFIED CATCH BASIN DETAIL
WII REVISION DESCRIPTIONLVA
!� �®
NOT TO SCALE
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.
NOT TO SCALE
CONSTRUCT JUNCTION
STRUCTURE PER
CITY OF FONTANA
STD. DETAIL 116
I I I
I I I I Z..,— EX. 24" RCP
PLAN
NOTES:
I. WALLS, TOP, AND BOTTOM TO BE
REINFORCED WITH NO. 4 BARS
12 INCHES ON CENTERS BOTH SIDES.
2. IN PAVEMENT, COVER AND FRAME SHALL
BE STEEL CHECKERED PLATE COVER AND
FRAME TYPE A-1083 (48" X 48", TRAFFIC
RATED STRENGTH) FABRICATED BY
ALHAMBRA FOUNDRY COMPANY, LTD
OR CITY APPROVED EQUAL.
2-18" RCP
MODIFIED JUNCTION STRUCTURE DETAIL
NOT TO SCALE
CONSTRUCTION NOTES:
OI PROTECT IN PLACE.
3A COLD M I LL 30.48mm
(0. 1 ' ) OF EX I ST I NG A. C. PAVEMENT AND OVERLAY
30. 48mm (0. I ) OF
A. C. PAVEMENT PER DETA I L HEREON.
16 CONSTRUCT MED I AN. TREATMENT PER CITY OF FONTANA STD. PLAN 145.
6� CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL HEREON.
I7 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION HEREON.
25 CONSTRUCT MODIFIED CATCH BASIN PER DETAIL HEREON.
28 CONSTRUCT GCP MODIFIED
INLET PER DETAIL HEREON.
29 CONSTRUCT MODIFIED JUNCTION STRUCTURE PER DETAIL HEREON.
_ O PERMIT NO.08-03-N-MC-0483
PLANS PREPARED BY:
CITY OF F
OJpy9�
A.
I�U WILLDAN
�, os zq
STREET IMPROVEMENTS
13191 Crossroads Parkway North, Suite 405
DRAWN BY:
SCALE:
Industry, CA 91746-3497
0360;53�q �
(562) 908-6200
DB/BM
NONE
� EXP,
*
UNDER THE SUPERVISION OF:
TYPICAL TREET DETAILS
DESIGNED BY..
DATE.
J�glF C1V1�- o����'
/03
NJ/SB/C
04-14-03
CHECKED BY
APP ED BY•
' .7
DRAWING NO.:
7
pF p`1F��
CARL A. ZAMANO R.C.E. 60153 DATE
CZ
2997
3
TY ENGINEER R.C.E 51152 DATE: