HomeMy WebLinkAbout5745-2I JA
ro-
AUTO CENTER D.
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d.
X
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>0BW
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0.62
STA 10+00.00 AUTO
STREET CONSTRUCTION NOTES:
Di- PROTECT EXISTING ITEM IN PLACE.
REMOVE EXISTING AC PAVEMENT.
D3 REMOVE EXISTING CURB AND GUTTER.
REMOVE EXISTING SIDEWALK.
CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING.
6D- CONSTRUCT DRIVEWAY PER CITY OF FONTANA. STD. 1002.
CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006.
BD_ CONSTRUCT PARKWAY CULVERT PER SPPWC. STD. 151-2.
0)- RELOCATE EXISTING POWER POLE BY OTHERS.
BA51� Q� BEAKI1 tlU�3*. BENCH MARK:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA STATE PLANE 011"Y OF fONTAM &XIAW NO. U'w
COORDINATE SYSTEM (CC583), ZONE 5,
NORTH AMERICAN DATUM 1983 (NAD83) TOP OF 1 IRON PIPE AT
BASED LOCALLY ON CONTINUOUSLY OPERATING CENTERLINE INTERSECTION TOKAY
REFERENCE STATIONS (CORS) lFWPP "AND AVENUE
"GISA " AS BEING SOUTH 82'35'10.9410" EAST AND MILLER AVENUE.
(BASIS OF BEARINGS) (GRID) AND BffMON = I342.73 FW (N6W 29 / 1.968
REPRESENTED HEREON BY THE CENTERLINE
OF VALLEY BOULEVARD AS BEING NORTH
89'32'I3- EAST. (2010.0 EPOCH)
00 00
1512.2 TC"
(1512.25 GB
1511.63 TC
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1508.4 R/W
>0BW
c
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502 6 ( L
11 Bw
6 NG)
PL
0.62
STA 10+00.00 AUTO
STREET CONSTRUCTION NOTES:
Di- PROTECT EXISTING ITEM IN PLACE.
REMOVE EXISTING AC PAVEMENT.
D3 REMOVE EXISTING CURB AND GUTTER.
REMOVE EXISTING SIDEWALK.
CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING.
6D- CONSTRUCT DRIVEWAY PER CITY OF FONTANA. STD. 1002.
CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006.
BD_ CONSTRUCT PARKWAY CULVERT PER SPPWC. STD. 151-2.
0)- RELOCATE EXISTING POWER POLE BY OTHERS.
BA51� Q� BEAKI1 tlU�3*. BENCH MARK:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA STATE PLANE 011"Y OF fONTAM &XIAW NO. U'w
COORDINATE SYSTEM (CC583), ZONE 5,
NORTH AMERICAN DATUM 1983 (NAD83) TOP OF 1 IRON PIPE AT
BASED LOCALLY ON CONTINUOUSLY OPERATING CENTERLINE INTERSECTION TOKAY
REFERENCE STATIONS (CORS) lFWPP "AND AVENUE
"GISA " AS BEING SOUTH 82'35'10.9410" EAST AND MILLER AVENUE.
(BASIS OF BEARINGS) (GRID) AND BffMON = I342.73 FW (N6W 29 / 1.968
REPRESENTED HEREON BY THE CENTERLINE
OF VALLEY BOULEVARD AS BEING NORTH
89'32'I3- EAST. (2010.0 EPOCH)
00 00
1512.2 TC"
(1512.25 GB
1511.63 TC
E* E'er. 1-t
m
cn cn cry cn cn (ji cn CTI cn cn cn c'n cn cn cn 01 �n cn
b.) �A * . . .
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NO 17 01 31"W
JOIN EXISTING SEWER
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lf (30
AD
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lf (30
AD
7' (240)
187 (450
:7* (2401
247 (60)0
r-(240)
00501�kr
36" (0)
(240)
7* (2401
427 (1050)
V(210)
48" OLIN
I
5�Q§o
54" 1350)
6•-1 2" (225)
60* OWL
88!40'02"
#
e (180)
72' 0890-0)
3 -'Lf (120)
J BARS ARE 13 (J10M).
E S
mm 1 mm L
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
LE43ENDS
NEW SIDEWALK
NEW AC PAVEMENT
0 10 20 40 60
SCALE: 1 "=20'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
.--�' SHOWN HEREON AND CARRIED FO.�-- RTH IN A DILIGENT MANNER
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
®QR®FESSIQN�I
R.C.E. NO. 56155
"A Exp. 12-31-18 Q7
C/v
W C A\,
E HINGE COV M' AT
TOP OF FRAME
24
INLET INLET RECTMWLAR " FRAME
rnm TYP E 2 TYP E 1 COVER PEANDR
SPPWC152
PIPE PER
PLANS
NOTE 8 E 24"
E
(600
SECTION I R/W
INLET TYPE 2
NOTE 8
it ou"
2
BAR 50
5/8" 36 I 6- 75 mm) MIN
(16 rnm) 150 mm)
BB SECTION
mm
(tl INLET TYPE 1
DETAIL OF ANCHOR
CURB FACE ANCHOR 75 mm) ic_ CURB FACE
FL J., ......... . . 7
FL
POINT M POINT N POINT P POINT Q
A
PLAN
IV (3m mm) s lo! Om mm)
TC GRADE LINE AS V2 TO
SHOWN ON PROFILE P OF CURB
TOPOF CURB ----------
FIL
FL
POINT P POINT 0
POINT M POINT N PROFILE
GALVANIZED STEEL FINISH
SIDEWALK
ANGLE
S, INCHES
(mm)
J BAR
SPACING
lf (30
AD
7' (240)
187 (450
:7* (2401
247 (60)0
r-(240)
00501�kr
36" (0)
(240)
7* (2401
427 (1050)
V(210)
48" OLIN
I
5�Q§o
54" 1350)
6•-1 2" (225)
60* OWL
50 (180)
66" (165D)
e (180)
72' 0890-0)
3 -'Lf (120)
FOR S - 30" (750 mm) AND LESS; USE 2
40 w
MCHORS. OTHERVIISE, USE 3 ANCHORS.
I I mm)
BATTER 3:12 l000" -SE NOTE 8
FORS = 48" (1200 mm) MD LESS,
(10 mm
B = 3' (75 mm)
PUSUC WORKS STANDAR13S
0MENSOOK COMMIrME INC.
PARKWAY DRAIN
USE 2-1/2*xfx3/8* (64614.5)
200 -mm)
K150 mm)
GALVANIZED STEEL ANGLE
SHEET 1. OF 2
B = r (100 mm).USE 3-1/2x3!xl/2w EXSGoION
A-AOHERVA,
(890&12.7) GALVANIZED STEEL MGIL
E
J BARS ARE 13 (J10M).
E S
mm 1 mm L
J BARS 'E
O
SECTION B --- B
NOTES
1 FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FWSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 5- (125 mm)
AT POINT N AND P.
7. THE 3' (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.07.&
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PRONIULGATIM SY l(HE
STANDARD PLAN
SHEET 2 OF 2
PUSUC WORKS STANDAR13S
0MENSOOK COMMIrME INC.
PARKWAY DRAIN
151-2
1993
REV. 1996, 2009
SHEET 1. OF 2
USE WITH STANDARD SPIC"IFIFAITONS FOR PUBLIC WORKS CONSTRUCION
NOTES
1 FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FWSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 5- (125 mm)
AT POINT N AND P.
7. THE 3' (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.07.&
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
151-2
PARKWAY DRAIN
SHEET 2 OF 2
CITY OF FONTANA, CALIFORNIA
DRAWN BY: D.D. 0-rFjF:=E=--r PL.As..N SCALE: 1m=20'
FOR
DESIGNED BY. AUTO CES som DAVE. DATE:
H.L.
CHECKED BY. APPR D DRAWING NO.: 2
R.S. f7/j 2
CIT ENGINEER R.C.E. 51152 DATE:
Lost Update: 8/23/18
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