HomeMy WebLinkAbout5842-3E
E
o E HINGE COVER AT
3 24" o INLET INLET RECTANGULAR TOP OF FRAME
a �tFRAME AND
(600 mm
TYPE 2 TYPE 1 COVER PER
SPPWC 152 PIPE PER
_E NOTE 8 PLANS
E 24"
•� • E e3' 4W o (600 m r'
SECTION A I f°R• l T+
0
v, R/W
INLET TYPE 2
SEE
NOTE 8
BAR (250
10"
(16 mm) ' I -� g" 75 mm) MIN
(150 mm)
BLIle( mm B SECTION
DETAIL OF ANCHOR INLET TYPE 1
CURB FACE 3"
ANCHOR
75 mm) CCURB FACE
FL
POINT M POINT N POINT P POINT Q
A
PLAN
10' (3000 mm) S1 10' (3000 mm)
TC GRADE LINE AS S/2
TOP OF CURB SHOWN ON PROFILE �' OF CURB
FL
FL
POINT P POINT Q
POINT M POINT N PROFILE
GALVANIZED STEEL SIDEWALK
ANGLE FINISH
S, INCHES
mm
J BAR
SPACING
12° 300
7- 240
18" 450
7° 240
247 600
7' 240
30' 750
7' 240
36" 900
7' 240
42" 1050
6" 210
48' 1200
5' 180
54" 1350
6-1/2' 225
60" 1500
5" 180
66" 1650
4" 180
72" IBM
3-1 2' 120
FOR S = 30' (750 mm) AND LESS, USE 2 4"m \
ANCHORS. OTHERNISE, USE 3 ANCHORS. 1 100 mm) BATTER 3:12 SEE NOTE 8
FOR S = 48' (1200 mm) AND LESS, (t0 mm},
B=3'(75mm)
USE 2-1/274°0/8' (64614.5) 200 ,� t50 „
GALVANIZED STEEL ANGLE ) pG
OTH MS'E, B= 4" (100 mm).USE 3-1/2"x3"x1/2" E�NG O SECTION A— A
(89xMA2.7) GALVANIZED STEEL ANGLE,
J BARS ARE 13 (/101). " mm N S 1 mm1p
,�®
m
J BARS E E
O
SECTION B—B
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
STANDARD PLAN
PUBLIC WORKS STANDARDS INC-
GREENB001C COMMITTEE
1993
PARKWAY DRAIN
51— 2
REV. 1996. 2009
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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 FLUSH NTH 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 Q. 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.OX
1076
1074
i
116-1-
1076
1074
1072
1070
1068
1076
1074
1072
1070
51+0400
> 1076
E 1074
1072
1070
1068
1076
1074
1072
1070
1078
1076
1074
1072
1070
4.6
)EDP
4.0'
)EDP
150+00.00
51+150.00
30.0'
1
076
074
072
NO
)68
078
076
074
lyll�
)70
1076
1074
1070
1068
1076
1074
1072
1076
1074
1072
52+0000
53t15Q"00
078
076
074
072
MCN 17-000022
....
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM (CCS83), ZONE 5, NORTH AMERICAN
DATUM 1983 (NAD83) BASED LOCALLY ON
CON77N000SL Y OPERA TING REFERENCE
STA TIONS (COBS) "EWPP" AND "GISA" AS
SHOWN HEREON (BASIS OF BEARINGS-
S 82.35'f0°9410" E ). ALL BEARINGS SHOWN
HEREON ARE GRID BEARINGS.
BENCH MARK:
CHISELED BOX IN EASTERL Y TOP OF CURB
TAMARIND AVENUE, 60' SOUTH OF TAMARIND
COURT, 500' SOUTH OF SL0VER AVENUE. AS
SHOWN ON CITY of FONTANA STREET
IMPROVEMENT PLANS P.M.
M. 16264, DWG.
NO. 4768.
ELEI�AIION = %07744'
Q
o
DIAL L TWO WORK ING
B E F ❑ R E �0 DAYS BEFORE
YOU DIG Y
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 CONDITIONS AND
STANDARDS IN EFFECT.
QR4FESS/p�,q
��O� Srl Fy
��
+�
Lv cn
ofR.C.E. NO. 56155 r *
� Exp. 12-31-20 Q
C�y�L
9F O
OF C A��F
-Thieves Engineering /nc
x CIVIL ENGINEERING • LAND SURVEYING
mtp 14349 FIRESTONE BOULEVARD
u MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-4173
Prepared Under The Supervision Of :
August 2s, 2o1s
urcr' 7-1 13
CITY OF FONTANA CALIFORNIA
,
CROSS SECTIONS
DRAWN BY:
AR
OAKMONT TAMARIND
10694 TAMARIND AVENUE
SCALENO.
NOTED
DESIGNED BY:
AC
DATE:
August 26, 2019
CHECKED BY:
HIA
APP VED Yc
�� � �J " t/
DRAWING NO.:
4�
3
3
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RE HARD STENZEL DATE
R.C.E. 56155 — EXP. 12/31/20
CITY ENGINEER R.C.E. 51152 DATE:
Last Update: //SU/19
0:\3400-3499\3479\3479ST03.dwg