HomeMy WebLinkAbout4303-18V2'' 0 Rod or
1 It X 0.109 It S t r c,
1 tt X 0.109 It
strop with
If 0 6 " b 1 t
�/8'' 0 Nylon
trirecd,ed rod
TYPE I
Im
Lug connector for
f-hreaded rod or
1 12" 0 x 6"' bolt for
1 11� X 0.109 fl strnp
-5/011 (25
Thri
r o (.1
i..-, 0 j -
M01 n 1
connec-i,or to
rielical or ar)
as requ 1 red.
See Note 61,
I':Y P E -H
T Y P E U.1,
CONNECTOR STRAP DETAIL
CIRCULAR PIPES
PIPE
END
DIMENSION
morto r co I I or
Corr_Uga.,ted pipe
------- Ski rt
DIA
SECTION
A
B
Fi
L
W
SPAN
THICKNESS
it +
mox
+
1 t
1 +
2 +
12
0.064
6
6
611
7"
9
2
1 5
0.064"
7
8
6 it
2 '
2
2 6
18 If*
0.064''
8
10
6 11
2, 1
-7 11
Y-011
21
0.064 9
9
1 1_011
6 if
3 `-
Of I
31-6ft
24
0.064"
10
1 1-111
6 1 t
3'--,- 5"
4 0
30
0. 0 7 9
1 /-011
1 1-411
8
41- 3lf
5 --Off
36 It
0.079"
1 2 t't
1 71"
9
5
0
4e - 511
__ If
42
0.109 ff
1 4 It
1 1 Ott
1 1 it, - - ----
r 51-41
71-011
48 It
00 109 11
1 1 61,
2 3''
/-0"
6 "-
6ft
7'- 611
54 ft
0.109 It
1 6, f'
2/-6 if
Oft
71
-Olt
81-- 6"
60
0.109''
1 1-61f
21-9 1,
1 /-Olt
7/-311
9/,-611
66
0.109 ff
1 1-- 611
1 3 1 - 0 f 1
1 ,.-Oil
7 1-
3t'
101-0"
72
01,109'
1 /-6"
31-3"
1
7 1--
31
61 l
78 1 P
0.109"
1 1-(5fl
3/-61t
1 /-Ott
84
0.109'
1`611
31-911
1 /-01"
V-311
1 16tl
od holder
We I ded
connec �f_ i on
R ein f o r c e d
edge.
S e e N ()t e, 2
Dic) or
spon
A W
PLAN
o e
m i n
Toe sholl be seCUrely
c)ttoched to the skirt.
See Note4.
ELEVATION
eorth slope as requir,ed
L
�7,
1,-imit of' poyment S kI r" t
for Pipe
Toe plate if r equired by speclol
prov i S i , ons or- Standard Specificotions.
See Note 4.
1YP1,,`1CAL CROSS-SECTION
PIPE -ARCHES
DESIGN,ATION
END
DIMENSION
morto r co I I or
Corr_Uga.,ted pipe
------- Ski rt
It mo
Y4 i n
S E C T 10 N
A
B
L
W
SPAN
RISE
T 1H f C K N E S S
1
max
1
1 2
2
+
21
15
0 6 4
7"
'10
6
1 V
3/
-0
24
181
0.064
8
1 /-Olt
6 f
21-411
31-6"
28
20
0.064
9
1
6 It
2 8 If
4
0 1 1
35
24
0.079"'
10 t 1
1 4,
6 F 1
3 31 1
5
Ott
42
29 ft
0.079 11
1 /_O�t
1 61 `
8 1
3`- 1 Olt
61-
3 i'T
49
33 If
0.109''
1
1 '1 -9ft
9 tl
4e - 511
7
f[I
57 It
38
0.109',
1 6
1 0
5 3''
6"
64
43
0.109''
1 6
21-(11
1`011
51-10"
8f-6`1
71
47
0.109"
1 1-6fl
2 9" 1
1 0 1
6 5"
9
61t
77
0.109''
1 1
3 _-Off!
1 --off
6 5ft
10
_611
F E FS
57
0.109"
1 -611
3 3 W1
t-011
E3 1- 5"
1 1
1- 61 1
Equivo�ent plostic FES to meet AASI-ITO M-294, ond
A ST M D - 12 4 8 S p e c1f ic a t io n s 9 a n d s ho I I c onf'o r- m t o a I I C", T ION F"R
0 FLARED END SEC." Z> 0
d i mei-isions shown above except for end section
a a 11 � a
0
L.Wit, of payment
-for RCP or citernative p1pe
2 it x 4 W1 .2 x W1 .2
Welded wolre fobric
comimercl , c qua, I i ty
_6 r"El i .7 711 7
P
RCP
------- \ -------------
F I red
enc.] sectlon
thicRriess, which mGy [-.)e 0.004 thinner. Coft- "N
CORRUGATED.... METAWL.M.......AN.I.D. PLA��,T,,,Ic PIPE CULVERT...SS NO SCALE
D94A
BASIS OF BEARING' --71 BENCH N/lARK,
CITY OF FONTANA, CALIFORNIA
ci E S S Im"
TES SHOWN ARE SET 2'' IP H',J CONC SI-IOULD C0rj')TR(JCT10t,,,1 OF THE REQU RED
COOP D I kJ A GPS I N STORM DRAIN IMPROVEMENT PLANS
BASED 011 TIHE CALPFOR1111A 'kN/1' CADCJ BD 1 1 M P R 0 V E M E �1 I- "'S N1 0 T C 0 M NAI E t'l C E �N'l _'�_ H I �,l T'NC1 CHAD L.,
0 S CA L E
33�00 EAST GUASTI ROAD, SUITE 100
COSTELLO DRAMA 5
ANV VVVVMAW STATE PLA�,JE COOPDINIATE 2002'' 0.5 MI �N'L_Y �`FARS OF TkIE DATE OF APPRnVA1__ Sf--10W�'l ONTARIO, CAL[FORNIA 91761 VICTORIA STREET -ED
S'y'S T M 7 GUlT 60256 A 1�,! 0 1
IE C) [,,,] E 5 19 8 3 N C) R T H VICTORIA FROM CHERRY' HIIERE011 A11,1D CAR"RIED FORTH P11 A DILI No� _ C 0 N S U L.T1 Nr.3 901974.4900 FAX 909.974.4004 www,,RBF.com
DIAL TWO WORKING 7 06/30/08 DE S I GNE D B DAlE.
11 U M N A E), _[HL CIT"( El'�,IGINEER MA)�` REQL.J1R�-'._', .11 DRAINAG,E DETAILS
BEFORE DAYS BEFORE M E R I C A il D A' 2? + I- I L `f P P # 4 1 C) 0 9 N�i A �1 E R 9 E XP.
C 73 A F �' 7E' F D 7--
S E D
A R E B A'
D R A VV I G N
REVIS10i\IS T(.') THE PLAN!", TO BRIi"IG THEM C1 0(--"
1 869652.22, 9 4.4 6 , 11 It",
671 00 oafflftw
YOU DIG YOU DIG ELEVATIONI(7, VIL
e
-1ECKF By,,� A P F H, V E I n I D
18
1�, wo
o"N
_'V1 A N C E V�,'l TH T 1-1 E STA 11 E) A R D S CA't
I 1,�H 0 C 0 1",,l F 0 R'
T—R', _EE __ __1 C I - D
G E 0 1 D MODE __4
-800-227-260
0 oo�
4 G 3
A PUBLIC SERVICE BY UNOERGROUN0, SERVICE ALER1' GZOID99 (CONUSl, J 1'�J E F F ECT. PROJECT MANAGEP DATE.,
E ki f'? S, I T "(
P E v I S 10 i'l S )ATE D A --I'E'
A P 0 V A L ROVAL R E G I T E R E D CIVIL E1'jGI1\]EER
��,LT R C E 1�1 0. 50 52
morto r co I I or
Corr_Uga.,ted pipe
------- Ski rt
It mo
Y4 i n
s-1-ub 1 '-0'' sci�ne
I
cover -over WWF--
thickness as FES
[E f
Toe I
4
Min 8
M , I , n
requ red
thicRriess, which mGy [-.)e 0.004 thinner. Coft- "N
CORRUGATED.... METAWL.M.......AN.I.D. PLA��,T,,,Ic PIPE CULVERT...SS NO SCALE
D94A
BASIS OF BEARING' --71 BENCH N/lARK,
CITY OF FONTANA, CALIFORNIA
ci E S S Im"
TES SHOWN ARE SET 2'' IP H',J CONC SI-IOULD C0rj')TR(JCT10t,,,1 OF THE REQU RED
COOP D I kJ A GPS I N STORM DRAIN IMPROVEMENT PLANS
BASED 011 TIHE CALPFOR1111A 'kN/1' CADCJ BD 1 1 M P R 0 V E M E �1 I- "'S N1 0 T C 0 M NAI E t'l C E �N'l _'�_ H I �,l T'NC1 CHAD L.,
0 S CA L E
33�00 EAST GUASTI ROAD, SUITE 100
COSTELLO DRAMA 5
ANV VVVVMAW STATE PLA�,JE COOPDINIATE 2002'' 0.5 MI �N'L_Y �`FARS OF TkIE DATE OF APPRnVA1__ Sf--10W�'l ONTARIO, CAL[FORNIA 91761 VICTORIA STREET -ED
S'y'S T M 7 GUlT 60256 A 1�,! 0 1
IE C) [,,,] E 5 19 8 3 N C) R T H VICTORIA FROM CHERRY' HIIERE011 A11,1D CAR"RIED FORTH P11 A DILI No� _ C 0 N S U L.T1 Nr.3 901974.4900 FAX 909.974.4004 www,,RBF.com
DIAL TWO WORKING 7 06/30/08 DE S I GNE D B DAlE.
11 U M N A E), _[HL CIT"( El'�,IGINEER MA)�` REQL.J1R�-'._', .11 DRAINAG,E DETAILS
BEFORE DAYS BEFORE M E R I C A il D A' 2? + I- I L `f P P # 4 1 C) 0 9 N�i A �1 E R 9 E XP.
C 73 A F �' 7E' F D 7--
S E D
A R E B A'
D R A VV I G N
REVIS10i\IS T(.') THE PLAN!", TO BRIi"IG THEM C1 0(--"
1 869652.22, 9 4.4 6 , 11 It",
671 00 oafflftw
YOU DIG YOU DIG ELEVATIONI(7, VIL
e
-1ECKF By,,� A P F H, V E I n I D
18
1�, wo
o"N
_'V1 A N C E V�,'l TH T 1-1 E STA 11 E) A R D S CA't
I 1,�H 0 C 0 1",,l F 0 R'
T—R', _EE __ __1 C I - D
G E 0 1 D MODE __4
-800-227-260
0 oo�
4 G 3
A PUBLIC SERVICE BY UNOERGROUN0, SERVICE ALER1' GZOID99 (CONUSl, J 1'�J E F F ECT. PROJECT MANAGEP DATE.,
E ki f'? S, I T "(
P E v I S 10 i'l S )ATE D A --I'E'
A P 0 V A L ROVAL R E G I T E R E D CIVIL E1'jGI1\]EER
��,LT R C E 1�1 0. 50 52