HomeMy WebLinkAbout4787-2E HINGE COVER AT
E =';
p -Z INLET INLET RECTANGULARTOP of FRAME
g �v� TYP E 2 TYP E 1 COVER 152Vv EI 7\
160omm
PIPE.7
A E
SECTION
INLET TYPE 2
250 m
16gmm 00")
�I 9C
E
mm 4
DETAIL OF ANCHOR
CURB FACE--%
FL
POINT M POINT N
�L—_1
I I
I I I
A I R/W
I � I
I
I � I
I � 1
� I
I tJt I
i
i 75
I ANCHOR
A
PLAN
SEE
NOTE
SECTION r
INLET TYPE 1
mm
CURB FACE
r- FL
POINT P POINT 0
3000 mm (10') S 3000 mm (10')
s 2
SHOWN ON PROFILE TOP OF CURB
TOP OF CURB TC GRADE LINE AS — — —
FL
— POINT P POINT Q
POINT M POINT N PROFILE
GALVANIZED STEEL FINISH
DEWALK
ANGLE F
S, mm
J BAR
SPACING mm
300
12"
240
7"
450
18"
240
7'
600
24"
240
Y
750
30'
240
Y
900
36"
240
7"
1050
42"
210
6'
1200
48"
180
5"
1350
54"
225
6-1 2'
1500
60"
180
5"
1650
66"
180
4"
1800
(721
120
(S-1/21
MIN
tiY. v'
FOR S = 750 mm (30") AND LESS, USE 2 1j(4)
m m
ANCHORS. OTHERWISE, USE 3 ANCHORS. BATTER 3:12 ,.--SEE NOTE 8
10
(1/2"FOR S = 1200 mm (48") AND LESS,
B = 75 mm (3") 200 mm 150 mm
USE 64514.5 (2-1/2"x2'x3/8") (8") g•)
GALVANIZED STEEL ANGLE. /GUTTER
MATCH TO SECTION A -A
OTHERWISE, 8 = 100 mm (4'). USE 89x76x12.7 EXISTING
(3-1/2"x3"x1/2') GALVANIZED STEEL ANGLE.
150.mJ BARS ARE ,#10M (#3). "' E S 150 mm
#tOM O 420 mm
N ^ (#3 O 12-) MAX OC
mp
J BARS E
S ip
SECTION B—B ^ �8
STANDARD PLANS FOR PUBLIC WORKS: CONSTRUCTION
PROWULCATO w 8/E
" -
STAN����
METRICPPLAN
PVSU«=E�s� �E �°
PARKWAY DRAIN
151-1
1993
SHEETA_QLLJ
REV. /99e
SHEET 1 OF 2
USE WITH STANDARD SPECIFICArnONS FOR PUBLIC WORKS CONSTRUCTION
N CITES
1. FLOOR OF BOX SHALL BE TROWLED 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 600 mm (24") EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24")
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 WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
(5/8" x 6-3/8", 1" 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 + 125 mm (5")
AT POINT N AND P.
7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.0%.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
ST Mt qlc LAN
151-1
PARKWAY DRAIN
SHEETA_QLLJ
PARKWAY DRAIN DETAIL O
NO SCALE
REV.
MENNEN
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
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
SEAL
??,oFESS/0�
0 '� m
w No. 38382
of-* Exp. 03-31-11 To
\clvll
F OF CALF
\I MSL
/ ENGINEERING, INC.
CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
Prepared Under The Supervision Of:
MARK S. LAMOUREUX DRAWN BY:
G.R.H.
DESIGNED BY:
M.S.L.
Exp. Date: 03-31-11 Date :05-04-09 CHECKED BY:
ENGR'S NAME. R.C.E. 38382 M.S.L. %A
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
STREET IMPROVEMENT
DETA1� SHEET
DATE: S-/�
R.C.E. 51152
SCALE:
As Noted
DATE:
05-04-09
DRAWING NO.: 2
4787 4
JN06003-06003 C9st