HomeMy WebLinkAbout4920-4E HINGE COVER AT
E 3 600 mm I E -Z INLET INLET FRaMENAND TDP OF FRAME
0 ' �) •- (24 ) a COVER PER PIPE PER
") -- TYPE 2 TYPE 1 STD. PLAN IMPROVEMENT
IS OR CRADINO
PLAN
E SEE NOTE B 37
E 600 mm
.414 I -��--1 E I,� (24")
I I oY
Irk
SECTION --- A I ----I- R v �,3
INLET TYPE 2 T i
NOTE e
250 m E
16B
Bmm 10") I Ti•; I IOCI m ,r mm
< I i (3") MIN
r� .I®RMU4
e ` I e SECTION
--` VINLET TYPE 1
DETAIL OF ANCHOR
CURB FACE i 75 mm �Wckj ANCHOR 3"- -
FL
POINT M POINT N POINT P POINT 0
A
PLAN
3000 mm (101 S 3000 mm (I(r)
TC GRADE LINE AS S
TOP OF CURB SHOWN ON PROFILE TOP OF CURB
_ FL
POWT P POINT 0 .
POINT M POINT N PROFILE
GALVANIZED STEEL SIDEFINISH
MCLE
S, mm
J BAR
SPAM mm
300 12
240 in
450 18"
240
600 (241
240 r
756 (355
900 (361
245 r
240
1050 42"
210 6"
1200 48
180
1350 54"
225(6-1/21
1500 (601
180 5'
I. 1650,J661
180 4"
1800 TZ
120 3-1
FOR S - 750 mm (30") AND LESS, USE 2
•BATTER
ANCHORS. OINERWSE, USE 3 ANCHORS.
100
(4
3412 ,,-SEE NOTE 8 I�
FOR S - 1200 mm (481 AND LESS,
!0
0-75mm(3")
USE 64x51x9.5 (2-1/2"It2"x3/8")
200 mm
150 mm
GALVANIZED STEEL ANGLE
2135 mm til
FEMiFIi
6p
ER To
G
SECTION A- A
DROWSE, 8 - 100 mm (41. USE 89x76x12.7 EXTS G
915 mm (31)
(3-1/2"x3"x112") GALVANIZED STEEL ANGLE.
610 mm (21
mm 131
J BARS ARE OY (J3)'
50
Z�
m E S 150 mm
tMl O 420 mm
t/3
E4-
- at
1830 mm Ib')
.0 m
O 12") MAX OC
m
m
m
-
J BMS I ' • E
4
SECTION B -B $"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEO BY7HE STANDARD PIAN
PWLICVMRKB8TANDARDSINC.
PARKWAY DRAIN
1983 - METRIC
GREENBOOKCOMMI TEE -
REV. 1M USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
S a DeENGINEERING AND ASSOCIATES QROFEss1
(v�4.� D°��l
LAND PLANNING AND CIVIL ENGINEERING 2 9
J y �
242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 k aT
toti N❑. 36361 ,
PHONE (909) 884-7090 FAX (909) 884-0124 � EXP. 6-30-14 A
ZYOUDIG
TWO WORKING
DAYS BEFORE
ST CIVIL �$ YOU DIG
1 Z� (112-
` SITE �F TOLL FREE 1-800-227-2600
( OF CPQ A PUBLIC SERVICE BY
SURESH DODDIAH R.C.E. 36:361 DATE UNDERGROUND SERVICE ALERT
NOTES
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 UNE.
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 t6 mm (5/8") DIA ANCHORS SHALL .
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.OX
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES: IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
AI! !RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
151-1
PARKWAY DRAIN
1220 mm u')
SHEET 2 OF 2
SPAN
1220 mm u')
Im mm
2440 mm'481
1520 mm 51
)EIGHT
1220 un (41
2135 mm til
FEMiFIi
6p
12'
Maxkmlm Earth Cover
HEIGHT
915 mm (31)
1220 mm (41)
610 mm (21
mm 131
1220 mm 14'1
520 mm 051
MoxBeum Earth Cove
- at
1830 mm Ib')
.0 m
m
m
6.0 m
m
6. n
3A
6J1 m
m
m
3A m
fi.0 m
m
t }
1 )
111011
}
< a1
021`1
fro/
(20 1)
tool
1
t l 1
(za)
111
1201
t 109
Roof T)
180 INT
180 mm
*0 mm
mm
. mm
1 mm
mm
190 mm
mm
mm
mm
190 mm
mm
mm
mm
IV,)
1T9
079
179
17"1
<Ti
tTl
071 1
IT./.-)
(7t 'l
171 "1
tN "!
<71 "1
(TI "1
mm
255 mm
Roof T 1
I mm
150 mm
150 mm
150 mm
D mm
t8")
mm
mm
mm
mm-
mm
00 mm
N'r mm
HO mm
fet '1
lt19s T 2
16.1
l6")
069
- t6'l
f6")
t6'
16"1
16"1
06'1
")
(6'7
t7"1
(6' '1
1T1 "I
150 mm
06"1
IriD mm
150 mm
150 mm
150 mm
D mm
165
Ks mm
180 mm
165 mm
P
K5 mm
190 mm
165 mm
180 mm
1.71
hvert T3
lb9
16"1
I6"1
16")
(6'9
1 .' 1
161 h
ITl
160 '1
l ">
461 ")
17")
1� ")
fr)
180 mm
mm
17Smm
ITS mm
ITS mm
1 mm
175 mm
mm
mm
.5-.-
Z5 mm
HO
215 mm
140 mm
215 mm
140 mm
124J CF/LF)
Spocl(p
47"1
1r1
Q9
(T'1
Irl
7
rel "!
(614
(r)' -)
(51
rel -+
1 "1
(SIA'")
151 "1
18"1
"d' ze
1911- (•61
19N. t•W.
ISI N6)
1910. t+6).
1414 1.6)
_M P6)
22u P7)
HM. 1.61
2214 1.71
14N t•6 '
2214 1•T1
1914 N6).
2214 t•1!
1914 P6}
165 mm
"e" a Bor
ISN 1.41
1 (• 1
1.41
1614 l' 1
1614 (•51
19M 4•6)
i • 1
1 t-41
(-!
0.41
1614 P
1611 (•5)
1•)
1.6)
(71
111 "3
m
0.69 1"3/0
69 m m
O.TB m m
0.78 m m
0.87 m
0.% m m
0. m m
85 m m
0.9 m m
m m
m m
LI! m m
L!6 m m
L2 m m
e
e
Cor)a•ete
07.4 CF/LF)
7.4 CF Fl
18.4 CFALF)
(8.4 CF/LF)
19.4 Cf
(a.I CF/LF)
18.9 CF/LF!
(92 CFAY)
MC) CF/LFI.
0112 CF.-
CF/LFI
02.0 CF! F) -11 . ).
03.7 CF/LF)
t•7)
Relnfareement
71 kp/m
7t kq/m
74 kp/m
92 1, /
e6 k
100 kq/m
96 kq/m
89 k0/m
96 kq/m
IM kq/n
q/m
121 k0/m
122 kg/m
kq/m
1911 1'W
1911 •6
f4R B F)
411 LB/LFl
050 LB/LFI
55 LBlLFl
158 F)
067 L 1 F)
159 L FI
LOAF)
159 LB/ F)
168 B/I.F)
16 - F)
/ F)
I /LF)
805 B/ FI
SPAR
Im mm
2440 mm'481
)EIGHT
1220 un (41
2135 mm til
1830. I m 061
2135 mm (71
2440 mm t81
Maxkmlm Earth Cover
HEIGHT
915 mm (31)
1220 mm (41)
1520 mm 51
1830 mm (67
915 mm t3')
122 '-.
147
1521) mm (51
1830 mm Ib')
2135 mm 1711
m
m
m
m
m
In
m
m
m
m
m
0 m
m
6.0 m
m
m
m
m
Yoxlmuw Earth Cover
11'1
(20'1
t 1'1
1101
1 '1
t 109
12011
(11)
(20'1
( 1')
(201
11.1
0')
1101.1
(207
I Kr)
i6")
(6t "i
mm
20Smm
mm
IV,)
mm
205 mm
205 mm
205 an
205 mm
2 mm
20 me
mm
205 mm
30 mm
am
mm
lam
mm
255 mm
Roof T 1
411'1
l8")
fell
111" ..
(1111
t8")
/8")
MI)
re")
171
18'7
(811
19"1
fet '1
09'9
(8V21
f9")
'
60 me,
ISO mm
mm
mm
A
mn
mm
mm
25 mm
ISO mm
150 mm
150 mm
06"1
165 mm
190 mm
180 mm
2 mm
205 mm
2 mm
1•b
Voss T 2
t•
P
'71
M •
1'71
(.1)
1.71
s gar •
wit
IN 0.51
16N t 1
19N f•61
1914 4-6)
1.61
1914 1.61
l ">
1.7)
180 mm
mm
180 mm
mm
180 mm
205 mm
080 mm
205 mm
205 mm
230 mm
205 mm
230
205 mm
230 mm
205 mm
230 mm
205 mm
D mm
124J CF/LF)
Invert T3
07'1
(8"1
(P')
' 8"1
t7")
to")
Ir)
(81)
18"1
19111
(8")
19"1 '.
18"1
19"1
18"1
(9`1
")
19")
050 i
F
190 mm
mm
mm
.' mm
mm
mm
mm
11 mm
mm
I mm
165 mm
1
15 mm
W mm
I mm
mm
14 nva
mm
mm
c
spoo165
�
(71 "I
15"1
171 ")
5"1
tr/211 I
IT,)
(71
111 "3
rel ")
15"1
051
a i�2211t7i
t9N (•W
M l*7)
mm ")
2214 I. !
( 1
22M 1.71
1914 1• )22m
0.71
n (•61
2214 171
111!1 t*61
.214 t•7)
22N t•7)
22M t-7)
2M 0.71
t•7)
Sze •
ON iiiL3M
I-11
0614 t
I6M 1.51
1911 4-6)
19m I.6)
M 1. 1
t9M 1•
i 1.1>
13Ai •4)
1. 1
1.51
(•6)
1911 1'W
1911 •6
2M (.)
1.7!
L m m
m m
U8 18
2 18 m
L m m
). m m
1.48 m m
L m m
m m
I. m m
L m m
LS6 m m
L m m
1.72 m
168
gLSAF)
L92 m m
2.21 m
e
Concrete
tl 7 CF FI
IR.7 F! FI
C2.7 f)
M F )
84 CF/ )
85.9 CF/LFI 859 CF/LF)
88 CF/ F)
7 CF )
(14.9 CF/LF1
84.6 CFlLF
06 / F)
(16. ' LF)
118. CF/ F
l CF/LFI
0 F
( 311 CF/LF)
t
14 k0/m
121 kq/(A
@ /m
N kp/m
4 k0/m
1 kq/m
185 k0/m
kp/m
q m
0 kp/m
kplm
I 0/M
180 m
kq/m
kq/m
2 kq/m
28 k9/m
(70 F)
(& F1
re 1
F1
1117 / F)
FI
/ 8/ FI
FI
1 F)
194 8 FI
115 Fl
118! 8 Fl
IYLt
T Ft
830 LB/LF)
060 16/1 FI
/ F
SPAN
2440 mm'481
)EIGHT
1220 un (41
1520 mm (5')
1830. I m 061
2135 mm (71
2440 mm t81
Maxkmlm Earth Cover
.0 m
(101
6.0m
420' -'
IN
t 11
&0 m
120')
3. m
111
m
(20)
IN
4101
m
1 0'1
m
1 101
m
(20'1
25 mm
210 ,'
215 mm
210 mm-
mm
255 mm
mm
2'55 mm
205 mm
255 mm
Roof 7 1
IB' '7
l
091 "1
190 '7
180 '7
00'1
180 'l
1111
191 ')
1001
T2
50 mm
--.em
mm
mm
mm
mm
mm
40 mm
mm
270 mm
o
u
Ada
i6")
(6t "i
(7' '7
(7'7
(S' "1
IV,)
1111 "1
111 "1
mm
mm
OS mm
5 mm
mm
255 mm
mm
Ali
255 mm
205 mm
255 mm
(overt T3
")
7
110"1
mm
mm
mm
mm
am
15 mm.
60 me,
125 mm
mm
I5 mm
50aCk10
16'7
5"1
16")
Is")
(6"1
MV . -I
06"1
(5'l
161
(411,")
•
1•b
1-11)
t•
P
'71
M •
1'71
(.1)
1.71
s gar •
wit
IN 0.51
16N t 1
19N f•61
1914 4-6)
1.61
1914 1.61
214 71
2
1.7)
L 2 m
L 7 m m
-1. m m
L m m
Lm m m
.24 m m
.On m m
2.50 m m
2I ;'%_
m m
e
}
Concrete
116/Lf)
19.0 fi/Lf1
0719 CF/LF)f21J
CF/LF)
89.5 Cf/Lf)
124J CF/LF)
.ICF 1
1 9 CF )
1 IJCF/ FI
(30.1 CF/LF)
Reintortement
Kq/m
225 kg/!NISIS
kq/m
254 KO/m
Z04 Kg/m
295 k0/m
238 k0/m
320 kVM
205 Kq/m
375 k0/m
1
050 i
F
A F1
7 !
060 FI
()
492 1F1
t 1
REV. REVISION DESCRIPTION DATE EN[GR.1 CITY DATE ISHOULD 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.
BENCH MARK
CITY BM#525
P.K. NAIL IN POWER POLE 31652115E.
AT THE NORTHEAST CORNER OF
BEECH AVENUE AND VALLEY
BOULEVARD.
ELEV. = 1079.02
CITY OF FONTANA, CALIFORNIA
STREET PLANS - DETAILS
DRAWN BY. SOUTHERN CALIFORNIA AUTO MART SCALE: I
KR AS SHOWN
DESIGNED BY: 15290 VALLEY BOULEVARD DATE:
EB ASP NO. 10-004 7/18/2012
CI-IECKED BY. AP ED 8Y: DRAWING NO -
SD
SD CITY ENGINEER A.C.E. 51152 p� l 4920 4