HomeMy WebLinkAbout3857-10U g.'m entry ,
a1
h..00ver
> mm x 50 mm
mm Chbekered R
13.
Tack Weld 0.5 m.4 mm Checkered R.cover T.of 6.4 mm hedi-treated
chain to'lug-and
T e 900Ft bte (see Notes 5.and 91 See (See Note 8)
Cast 25 mm`x 66 mm slotyP DetaD? 40 '
. in pipe to rebetvo lug ' Squared end "A" $
Detail "a"
12 mm Id X 280 mm
4- 9
. -
90U mm*v = E ? i (See Section A -A DETAIL A
Mortar 'd `0 for• bottom design)
Homlool ID°
' •+- SECTION . B -B '
„ m+
x TYPE OCP 0t-OCPI
f80. min m
CL CONCRETE PiPE I NotWITH e 61 STEEL COVER
_ t,
IDib PIPE:+ 0.4 m I -
SECTION A"A' '
C 9.5•mm Mtn ora X 380 mm
TYPE GCP �- . � Bent as shown
1' :.
CONCRETE PIPE KET WITH CRATE 112 30
, c ,';�R=12
y Slot 20 mm x .60•mm N 6.4 m Checlore'd L
32
Ole i,�s� '•• �'
0.6•m opening 40 i - 'i. ■ i. i. 4 s
See Note 7 : .•:: i •:. '
1! s i
25
�IDr' a .
� 20d Golv naffs _4SECTION C -C
clinched on the
Da oil underside DETAIL "B" ti
32 ' '. 0 mm Redwood top
50 mm x.S0 mm rtodwaod P•
i'1 s m E Redyaod cover ±
Peen -end of eyebolt c.
Mort dr o a ° E F ,
> Yield 10 mm 0
w/srashors
00,400 tm, oo ^ s
m
0.5m�q of 6.4 mm heat-
treated chain (See Nato e)
. , . ,,;.. �, ... i. • i. DETAIL "C"
8ECTiON D -D:. ,
TYPE.. OCP ' or OCPi
CONCRE7E PIPE Notes 6T andDW) 00 COVER
j&trio .
• � A
NOTES
Conc
I. For dolalie of steel plpo hdete, zoo Now Siondard Plan
Cone
NSP D75A,
2. For deialls of laddor and stops and when ladder or Flops
0.45 M3
are required, zoo How Standard plan NSP DISC,
2500 mm 18.07 24 k (50 lb)
3. In[et pipes shall not protrudo Into basin. n�
4.
minmt" slope of Is A from�allndlraooil nt towards spoil
E
,have
outlet Alpe; and a wood trowel iintsh.
5. Sea Standard Plans D77A ext 0719 for Orate and Frame
0.56 m
Detans and lolohls of Mlscollanoom Iron and Stool.
6, Designation of Typo OCPI pipe Weis on dans Indloatos trash
Insidlo on on sldo,openings,
V
racks are to bb furnlslled and ,
d
Seo 5tanda•d Plan NSP b7.,r C for Trny1 rack of abs.
and
7. More than one stdo oponing. moy be roqu0•cd. Lnobatl 08
U
V
"bar as ordared by ilio EMInoor. opening may st
BASIS OF BEARINGS:
lilt
0. Chain tie so bars oof*gratepi
9. Place a.
will bddporallol with main
U
surfaco flow.
t0, Redwood covers not to bo usod whore there In o poa:tlb(giyy
Use Type CCP Inlot wlrere 11)ero In a ponsiblliy
C
of wheolloods.
of wheelloods.
0.76 m
,S' o
BEARINGS ARE BASED ON THE WESTERLY LINE OF
1.18 m3 (152 CY)
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
o
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
3850 mm 02.51 46 k (100 Ib)
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
0.72 CY)
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1.04 m3
MERIDIAN, COUNTY OF SAN BERNARDINO.
'SfXTE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE INLETS
. :N0 SCALE .
ALL DIMENSIONS -ARE iN
MILLIi;IETERS.UNLESS 07IIERNISE 5110TH p758 .
R at. vont • 300 lbs E -�.
J "bW=•.OPENING WIDTH .1
FT. '
PROTECTION .BARRIER
No/e.` Barrier number shall. be specified on project -drawings.
c
'o
Conc
DOUBLE
L Steel
Cone
300 mm (1211) 810 mm (3211) 1500 mm (5.01 .16 Kg 135 Ib)
0.45 M3
o
2500 mm 18.07 24 k (50 lb)
0.74 m
E
IN
0.56 m
0 0
2950 mm 19.51 28 k (60 Ib
0.91 m
(LIT CY)
j
BASIS OF BEARINGS:
(0.91CY)
LEGAL DESCRIPTION:
1,04 m3
0,35 CY)
525 mm (21") 1035 mm (41") 2250 'mm (7.57 26 kg (60 [b)
0.76 m
,S' o
BEARINGS ARE BASED ON THE WESTERLY LINE OF
1.18 m3 (152 CY)
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
o
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
3850 mm 02.51 46 k (100 Ib)
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
0.72 CY)
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1.04 m3
MERIDIAN, COUNTY OF SAN BERNARDINO.
4300 mm 114.07 52 k (115 lb)
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
(2.00 CY)
750 mm (30") 1260 mm (50"1 3000 mm 00 '1 40 k (85 Ib)
Na
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
4600 mm (15.07 54. kg 026 lb)
L69 m3
(2.21 CY)
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
1.29 M3
0.73 CY)
of d-
RECORDER OF SAN BERNARDINO COUNTY, BEING
(2.42 CY)
900 mm. (36') 1410 mm' (561.1 3600 mm 02.07 46 k (105 Ib)
N ti'i
NORTH 00030'24" WEST.
5200 mm 117.01 66 kg 1145 Ib)
2.03 m
� I
Rol
1,57 m
(2.09: CY)
' 0
BENCH MARK:
12.88 CY)
1050 mm (4217 1560.mm (62') 4050 mm' (13.57 62 k0 (140 lb)
REV.
REVISION DESCRIPTION
w
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
(3.13 CY)
Q
1.94 m
(2.60. CY)
loom
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
'(3.38• CY)'
1200 mrn (48') 1710. mm (68") 4500 mm (15.07 70. kg(160 lb)
2.06 mP.
(2.75. CY)
j;,
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
1275 mm (51') 1785 mm (71') 4800. mm II6.0') 80 k0 (180,Ib)
0
(3.03 CY)
6850 mm. (22.51102 k (225 loll
3.06 mr3
(4.02 CY)
c
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
7150 mm (2357108 kq (240 .1b)l
3.2T m
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
60 k Ins Ib)
DIAL
(2.29 CY)
---
E c
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
TWO WORKING
GRE
BEFORE DAYS BEFORE
52 k 020 Ib)
1.47 m
(1.97 CY)
60 k (135 rb)
Q)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
1.86 m
YOU DIG You DIG
---
---
0
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
1.40 M3. (L88 CY)
54 ko (125 rb)
L61m
(215 CY)
62 kg (140 to)
3 INCH BRASS DISK STAMPED "33A 1992".
68 k 055 lb)
TOLL FREE 1-800-227-2600
(2.68 CY)
74 kg 070 lb)
l
RJ5GD2D DR,AwIA( G
L_ -MWDSC
NAVD 88 1508.56 (FEET)
66 k 050 Ohl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
74 k 070 Ib)
1.92 m 12.56, CY)
80 k (185 Ib)
2.13 m
(2.84 CY)
88 kq 1200 lb)
2.33 m3 (3.12 CY)
1050 mm (42.9 1560 mm (62") 2025 mm (81")
---
---
68 kg (155 !b)
1.85 m
no
76 k (175 tb)
2.07 m (1.76 CY)
84 kg 090 Ib)
2.28 m
(3.05 CY)
92 kg (210 tb)
250 m (3.34 CY)
1125 mm (45") 1635 mm (6519 2175 mm (87")
od$E�����9l�Ee�AE�EE��G�8oil
78 kg 080 [b)
1lL!lEII
88 kq (200 Ib)
2.45•m
(3.27 CY)
94 k 1215 Ib)
2.67 m (3.57 CY)
--F-3(3.75
1200 mm (48") 1710 mm (68") 2250 mm (90")
---
---
---
'!
---
84 kg U90 Ib)
2.34 m (3.13 CY)
94 kg (216 Ib)
2.57
13.44 CY)
00 kg (230 lb)
CY)
1275 mm (Si"1 1785 mm (7r') 2400 mm (96")
---
---
---
DETAIL B �
r
---
--=
---
96 k (120 lb)
2.75 m
(3.67 CY)
102 k (235 rb)
2.98 m (3.99 CY)
1350'mm (54'7 1860 mm (7411 2550 mm (10219
---
R at. vont • 300 lbs E -�.
J "bW=•.OPENING WIDTH .1
FT. '
PROTECTION .BARRIER
No/e.` Barrier number shall. be specified on project -drawings.
c
'o
Conc
DOUBLE
L Steel
Cone
300 mm (1211) 810 mm (3211) 1500 mm (5.01 .16 Kg 135 Ib)
0.45 M3
o
2500 mm 18.07 24 k (50 lb)
0.74 m
E
375 mm 1151 885 mm (3511) 1800 mm 16.01 IS k (40 lb)
0.56 m
0 0
2950 mm 19.51 28 k (60 Ib
0.91 m
(LIT CY)
j
BASIS OF BEARINGS:
(0.91CY)
LEGAL DESCRIPTION:
1,04 m3
0,35 CY)
525 mm (21") 1035 mm (41") 2250 'mm (7.57 26 kg (60 [b)
0.76 m
,S' o
BEARINGS ARE BASED ON THE WESTERLY LINE OF
1.18 m3 (152 CY)
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
o
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
3850 mm 02.51 46 k (100 Ib)
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
0.72 CY)
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1.04 m3
MERIDIAN, COUNTY OF SAN BERNARDINO.
4300 mm 114.07 52 k (115 lb)
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
(2.00 CY)
750 mm (30") 1260 mm (50"1 3000 mm 00 '1 40 k (85 Ib)
Na
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
4600 mm (15.07 54. kg 026 lb)
L69 m3
(2.21 CY)
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
1.29 M3
0.73 CY)
of d-
RECORDER OF SAN BERNARDINO COUNTY, BEING
(2.42 CY)
900 mm. (36') 1410 mm' (561.1 3600 mm 02.07 46 k (105 Ib)
N ti'i
NORTH 00030'24" WEST.
5200 mm 117.01 66 kg 1145 Ib)
2.03 m
� I
975 mm (39") 1485 mm (5911) 3750 mm 112.57 58 Rq 030 Ib)
1,57 m
(2.09: CY)
' 0
BENCH MARK:
12.88 CY)
1050 mm (4217 1560.mm (62') 4050 mm' (13.57 62 k0 (140 lb)
REV.
REVISION DESCRIPTION
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
(3.13 CY)
Q
1.94 m
(2.60. CY)
N Ld
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
'(3.38• CY)'
1200 mrn (48') 1710. mm (68") 4500 mm (15.07 70. kg(160 lb)
2.06 mP.
(2.75. CY)
j;,
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
1275 mm (51') 1785 mm (71') 4800. mm II6.0') 80 k0 (180,Ib)
0
(3.03 CY)
6850 mm. (22.51102 k (225 loll
3.06 mr3
(4.02 CY)
c
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
7150 mm (2357108 kq (240 .1b)l
3.2T m
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
60 k Ins Ib)
DIAL
(2.29 CY)
---
E c
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
TWO WORKING
GRE
BEFORE DAYS BEFORE
52 k 020 Ib)
1.47 m
(1.97 CY)
60 k (135 rb)
Q)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
1.86 m
YOU DIG You DIG
---
---
0
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
1.40 M3. (L88 CY)
54 ko (125 rb)
L61m
(215 CY)
62 kg (140 to)
3 INCH BRASS DISK STAMPED "33A 1992".
68 k 055 lb)
TOLL FREE 1-800-227-2600
(2.68 CY)
74 kg 070 lb)
l
RJ5GD2D DR,AwIA( G
L_ -MWDSC
NAVD 88 1508.56 (FEET)
66 k 050 Ohl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
See corner steel detail
-►j h• 125 mm IS") `
Omitrounding
450 19 mm 13'Q7 Chamfer 450 mm riu, 19 mm (3'q'9 �4D L�2 less than
11 I+---� 4., 1200 nm (48") diameter '
• 19 mm (Y4 7 Chomfe mm � �- Chomfer ��' ' '1
�t -I--+- ) ITE, HD IIo�eI H I I ��• jI� i-t-
�`o i LOI I �� Corner Steel II j I I 1 I I I
f, � �. Detail
` ' e• '4
m ( -.� ' F'- or 600 mm � !24"1 Min 190 mm (T/i' ��- 190 mm (7V21 �. 190 mm (7%2'9
200 _� mm (8") _lI+-190 mm
mm t8") •. L L 610 m t7�/i') N� 230 mm (9") 10 m
FRONT ELEVATION FRONT ELEVATION 23o mm (9'7 124..1 E - 12411
SINGLE HEADWALL DOUBLE HEADWALL FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL
Omit rounding for pipes
less than 1200 mm (48") diameter
230
190 mm
i
190 mm -+1 l7/2, 1
EE
10 and
124")
SECTION. SINGLE &
-DOUBLE HEADWALLS
D H SINGLE
L Steel
Conc
DOUBLE
L Steel
Cone
300 mm (1211) 810 mm (3211) 1500 mm (5.01 .16 Kg 135 Ib)
0.45 M3
(0.60 CY)
2500 mm 18.07 24 k (50 lb)
0.74 m
(0.94 CY)
375 mm 1151 885 mm (3511) 1800 mm 16.01 IS k (40 lb)
0.56 m
(0.75 CY)
2950 mm 19.51 28 k (60 Ib
0.91 m
(LIT CY)
450 mm (IB") 960 mm (381 2100 mm (7.01 22 k (50 ib)
0.68 m
(0.91CY)
3250 mm (10.57 34 k (75 Ib)
1,04 m3
0,35 CY)
525 mm (21") 1035 mm (41") 2250 'mm (7.57 26 kg (60 [b)
0.76 m
(1.02 CY)
3550 mm (11.57 40 kg (90 Ib)
1.18 m3 (152 CY)
600 mm 124"1 11110 mm (44") 2550 mm 18.51 34 kq (75 lb)
.0.90
(1.20 CY)
3850 mm 02.51 46 k (100 Ib)
1.32 m
0.72 CY)
675 mm (27") 1185 mm (47') 2850 mm (9.51) 38 kg (85 Ib)
1.04 m3
(1.39 CY)
4300 mm 114.07 52 k (115 lb)
1.53 m3
(2.00 CY)
750 mm (30") 1260 mm (50"1 3000 mm 00 '1 40 k (85 Ib)
1,13 0
(1.52 CY)
4600 mm (15.07 54. kg 026 lb)
L69 m3
(2.21 CY)
825 mm (3311) 1335 mm (53") 3300 mm (I LO') 44 kg (100 Ib)
1.29 M3
0.73 CY)
4900 mm 06.07 58 kg (130 Ib)
1.86 m
(2.42 CY)
900 mm. (36') 1410 mm' (561.1 3600 mm 02.07 46 k (105 Ib)
1.46 nO
(1.95 CY)
5200 mm 117.01 66 kg 1145 Ib)
2.03 m
12.65 CY)
975 mm (39") 1485 mm (5911) 3750 mm 112.57 58 Rq 030 Ib)
1,57 m
(2.09: CY)
5500 mm 118.01 78 k9 (170 lb)
2.21 m
12.88 CY)
1050 mm (4217 1560.mm (62') 4050 mm' (13.57 62 k0 (140 lb)
1.75 m
(2.34 CYY
5800' mm 119.07 84 k (185 :b)
2.39 m
(3.13 CY)
1125 mm (45") I635'mm" (651 4350 mm 04:57 65 Kg (150 Ib)
1.94 m
(2.60. CY)
6100 mm (20.01 88 k (195 to) 1
2.58 m
'(3.38• CY)'
1200 mrn (48') 1710. mm (68") 4500 mm (15.07 70. kg(160 lb)
2.06 mP.
(2.75. CY)
6400 mm (21.0190 ko- (200 loll
2.78 m3 .6.64-CY)
1275 mm (51') 1785 mm (71') 4800. mm II6.0') 80 k0 (180,Ib)
2.26 m
(3.03 CY)
6850 mm. (22.51102 k (225 loll
3.06 mr3
(4.02 CY)
1350 mm (5417 1860 mm (74') 5100 mm 07.0') 1 84.k (190 Ib)
2.47 ms (3:31CY) •
7150 mm (2357108 kq (240 .1b)l
3.2T m
(4.30 CY)
STRAIGHT HEADWALLS . ;
NOTES
L No deduction made in quantities for thickness of
N
pipe walls.
O
2. All reinforcing steel 113M (24) bars. All vertical and .
G
horizontal tie bars 450 mm (18'9 maximum spacing.
N
3. Length of wall "W" may be varied to suit conditions
26 kg (60 Ib)
encountered In the field, and straight line
(0.98 CY)
interpolation may be used to calculate quantities.
C
4. Ouantltles are for design purposes only.
SYM, ABOUT
5. Cable railing to be Installed on top of headwall
r
when shown on Project Plans. See Standard Plan
375 mm 05'9 885 mm (35") 900 mm, (36')
88-47 for cable ratting details.
0.68 m3 (0.91 CY)
.28 kq (65 Ib)
0.83 m3 0.8CY)
---
Z
---
`- ..
--'
---
---
Mm OB") 960 mm 138") 1050 mm (42"1
28 k (65 Ib)
0.78 m 11.04 CY) .
32'kg (75 lb)
v
D. H L/2
1000 mm (40')
Steel Conc
1450 mm (58'7
Steel - Cone
LENGTH OF W
1900 mm (76')
Steel Cone.
2350 mm (94")
Steel Cone
2800 mm (112")
Steel Cone
300 mm (12'7 810 mm 132") 750 mm (30.')'
22 ko (50 ib)
0.59 m (0.79 CY)
26 kg (60 Ib)
0.73 m
(0.98 CY)
---
---
---
SYM, ABOUT
------
'fe3'x
375 mm 05'9 885 mm (35") 900 mm, (36')
24 kq 155 [b)
0.68 m3 (0.91 CY)
.28 kq (65 Ib)
0.83 m3 0.8CY)
---
---
---
`- ..
--'
---
---
Mm OB") 960 mm 138") 1050 mm (42"1
28 k (65 Ib)
0.78 m 11.04 CY) .
32'kg (75 lb)
0.94 m
(1.25 CY) .
_--
---
---
---
---
525 mm (21") 1035 mm (41') 1125 mm (45')
32 k 175 to)
0.86 m ILIS CY)
40 kg (90 Ib)
1.02 m
(1.36 CY)
---
---
---
Tap• Rb2r Variable _
,S max.
---
---
600 mm (24') 1110 mm (44') 1275 mm (51')
38 kg (85 lb)
0.96 m (1.29 CY)
44.kg 000 Ib)
1.13
(1.51 CY)
48 k (AOIb)
1.30 m 0.74 CY)
---
--
---
---
675 mm (2711 1185 mm (47') 1425 mm (57')
40 ICg (90 lb)
1.07 m 0.44 CY)
46 kg (105 [b)
1.25 m
0.67 CY)
50 ko (115 ib)
1.43 m3 11.91 CY)
---
---
--'
--"
750 mm (3011 1260 mm (50") 1500 mm (60")
42 k (95 to)
1.16 m 1.55 CY)
4B k (110. to)
1,34 m
0.80 CY)
52 k (120 rb)
1.53 m (2.05 CY)
60 k Ins Ib)
1.72 m
(2.29 CY)
---
---
825 mm (33") 1335 mm (53'7 1650 mm (66') 46 kg (105 [b)
1.28 m3 0.71 CY)
52 k 020 Ib)
1.47 m
(1.97 CY)
60 k (135 rb)
. 1.67 m3 (2.23 CY)
66 kg 050 Ib)
1.86 m
(2.48 CY)
---
---
900 mm (36'9 1410 mm (56") 1800 mm (72")
48 k (110 m)
1.40 M3. (L88 CY)
54 ko (125 rb)
L61m
(215 CY)
62 kg (140 to)
1.81 (2.41 CY)
68 k 055 lb)
2.01 m
(2.68 CY)
74 kg 070 lb)
2.21 m (2.95 CY)
975. mm (39") 1485 mm 159'9 1875 mm (75")
---
---
66 k 050 Ohl
1,71 m • (2,28 CY)
74 k 070 Ib)
1.92 m 12.56, CY)
80 k (185 Ib)
2.13 m
(2.84 CY)
88 kq 1200 lb)
2.33 m3 (3.12 CY)
1050 mm (42.9 1560 mm (62") 2025 mm (81")
---
---
68 kg (155 !b)
1.85 m
(2.42 CY)
76 k (175 tb)
2.07 m (1.76 CY)
84 kg 090 Ib)
2.28 m
(3.05 CY)
92 kg (210 tb)
250 m (3.34 CY)
1125 mm (45") 1635 mm (6519 2175 mm (87")
78 kg 080 [b)
2.22 12.97 CY)
88 kq (200 Ib)
2.45•m
(3.27 CY)
94 k 1215 Ib)
2.67 m (3.57 CY)
--F-3(3.75
1200 mm (48") 1710 mm (68") 2250 mm (90")
---
---
---
'!
---
84 kg U90 Ib)
2.34 m (3.13 CY)
94 kg (216 Ib)
2.57
13.44 CY)
00 kg (230 lb)
CY)
1275 mm (Si"1 1785 mm (7r') 2400 mm (96")
---
---
---
DETAIL B �
r
---
--=
---
96 k (120 lb)
2.75 m
(3.67 CY)
102 k (235 rb)
2.98 m (3.99 CY)
1350'mm (54'7 1860 mm (7411 2550 mm (10219
---
---
---
---
---
---
102 k (235 tbl
2.92
• (3 91 CYl
IID k (250 (bl
317 m3 (4 24 CY)
"L" HEADWALLS
CIRCULAR PIPE CULVERT HEADWALLS
"a
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE HEADWALLS
These "Standard Plans for Construction of Loco[ Streets and Roods" contain units In two
systems of measurement: Internotlond.System of Units 6A or metric") and United States
Standard Meosures shown in the porentheses.D .The measurements expressed In the
two systems are not necessarily equal or Interchangeable. See the "Foreword' of the
begfnn)ng of this publication.
NO SCALE D 8..9
iTANDARO PLAN D89 INCLUDES CHANGES THAT. WERE INCORPORATED IN REVISED STANDARD PLAN RSP 089, DATED OCTOBER 26.2000: AND ISSUED AS A PART OF ERRATUM NO. 99-1 FOR THE 1999 METRIC STANDARD PLANS.
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE ENGR. CITY DATE
01/05//
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET ,•93
ANAHEIM, CA 92806
Ph: (714) 630-1626 C
Fax: (714) 630-1916 SOF�.��
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Q�OFESSIONgl.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARIC M. TORREYSO
C= No. 66068
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING ix Exp, 06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN `�qTF CJVJ\�o��`Q
C
EFFECT.
GENERAL NOTES: G
�4� .l I. Angles, connected wdh ()hoar pint shall lit. snugly and truly lata to face.
at 't 'a . ' 3 i� Al 2 Tha Moor pin .holo• 4libil be drilled so os' to provlido • _ •tight lit with Lha Naar pint. in plata.
I • o ,r, • ' , ti�,; r,Hingt Angles ' W All shsar .pins shall tie seined on both ands allot inolollellon.
Hinge Pipe `. . -� r•-1.. 4 q . (. FF -
' _ ' I • i =r"I-Boll 4. Tha oluminuti► shear {pi malarial will be futnistied by the Dietritl to the Contractor.
T\ Hinge Pin ,
., . i i i' •. e . ,
S. All 5/13 -Inch diomtl`( (boll holes shall -be drilled on the gaga fines of the onfiles,
t :-Hinge Angles 6. All boats shall be V111 )llnch In diameter embedded a minimum of 4 Inches Info concrete or 64ulvalenl
1 1 ; expannion bolls, and :'t 11 be furnished• wilh hax auto and metallic washers SI leis) 313f -inch thick.
Place thread otnl
Frame lot 1 e ' ,I
loth lillint to ,' SECTION AI -Ai i 7. Frame, brace, and hiftiq onples shall have Lha outstanding logo facing in the direction of flow lot
"lions shown' ' -From'* , both Inlets and outlet I�"a Section shoat Z.. =
414 Note No. 11 IJ 121 Angltt
d •Ttwood ends of hinpe�pin to that nuts and'loeb washers will'be flush with the hinge angle.
r.--y_-„i 81 AI , Damage lhreodt boythe nut fact. Use boll stock for pin.
EYAI .A ' ..'A ' . •
i i l I (Sia. Holt 110.12) a Galvanize all itrrous ')ort$ Stier fabrication.
10. Cover all movable confect surfaces with Scoot. of waterproof Rreata prior -to Inelatltllon.
4 trial. 11. Felt, barriers 36 Inch* -and lose �in width, ust oM hinge the lull width SI bariler.•.
f3's3rx Shoot Pin t- --
- Clip Angle( 1 A .' 12. It IM battler width eloedt . lit fool, provids an additional hinge on the antoArto a(. iho barrier,
-
-;I'min. '�� 13.. For barriers asceedipt 6 tool. in height or widlh,ust .trot• angles evenly spbcad .tat a eneaimum
• Barrier I p oil 6 lett on tentei; '
' Shout tin_ ) • k; 14. Sheri pin matswiol �oNltll bt eorilnttrclally putt aluminum wire, alloy 1100, temper O.
Frame 11 , 'p iI Fedaraj SpeciticoliII ,GO -A-411.
DETAIL B e« Pfn r e • , Angie I M i-�� 14.�geler (Elgar( J elf. h# specifications for additional requlremools and rnolerioi spacifioalions
Shear Q
SECTION Bi -Bt 1• ..,
Of SECTION E -E
i"--'; - 1!■ -� ISee ELEVATION, Sheet 21
t -4 3. ---�-i for pita only.
i
13arrlbir .SOI•.
Frorns
Angles
Brace
. Angles .
Shear
Fine .
Inlof. Nin •
U V
Angled
Lvwar.
H lie
An
Hinge
d. Ph
Z•x2'x III
2 iZrxlr
mR.C. Bo. _ _ - Transition R,C_flax cw _ft.C_Pi�e
2■s2PI,
2rx2:44
SYM, ABOUT
l■
'fe3'x
Z�a2`x��
.b■�
2!•iitl•x;� 2 w2 `x�■ 2 1x2 ■a;�
Hinge
TAIL -C
.�: Hinge Angles! 1
`_ +•' •
flings
1u a Bottom
24112024112011r
TAIL A
`- ..
. ,
• .. •',
1 #
�4
` Sheol lo. 3
•• •
•Ox� x2�li�
.
Sx.5xk
Sheol No.3
Hk►ge
w •
I� 4 I;;
F i
w `•
1
Tap• Rb2r Variable _
,S max.
P� Weld all
(nlelsecltons
"Fiume Angle 1
Brace Angles_
Barrier -
,)erase �nyles
t
t
I
, .
i (Sae Nola 13, sh. 31
Bar
_
, �
I
I
eorrlec.!
' Bar.
,
--
f�. ��
_;
iBract
Angles
pleb+ tiers • Go
hods. ti'9".rarl. spacing - <-►
I av '
t
l
1
t
'!
j,. - R.C. Pipe
1
End Rba' Variable .
�e:1nox;
DETAIL B �
r
� t
I
►
t
� DETAIL_ .D
(Ont
1,
'� .' •
l
Shell No.. 3•
1 i
'Frame
I
i
r'
' {80�
�� y
,: fI•iwi~
-
E
■
`
I
•Inretf
•;
.
;
.;. t .
I , Sheet No, 3
1Pipe
-Shear Plh
i
only)
•, • , •
°
`'
_?1
Shsar3Pin -
• •
�- Shear Pin
INLET BARRIER
¢ . '
•
R. C. 6OX'_
R.C. PIPE* -*OUTLET'
OUTLET BARRIER
.;
t ;-
'
.`ELEVATION
SECTION
ALONG
I;
NOTE': For Ptgl;ctian Barrier member
SAN BERNARDINO COUNT Y
s,,tet 3.
.
m
Structural
51rut1urof b.agn Oelollt of R. C Box
FLOOD CONTROL DISTRICT
conlolnino Inlet - Barrier shall be delineated
on the Peolvel Orowingt.
11[YISIOH! DW". sY DATE
-
-
i
K.J.K. II.18-85
.
f•
111[ Hv.
S.P. 101-2
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE ENGR. CITY DATE
01/05//
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET ,•93
ANAHEIM, CA 92806
Ph: (714) 630-1626 C
Fax: (714) 630-1916 SOF�.��
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Q�OFESSIONgl.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARIC M. TORREYSO
C= No. 66068
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING ix Exp, 06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN `�qTF CJVJ\�o��`Q
C
EFFECT.
GENERAL NOTES: G
�4� .l I. Angles, connected wdh ()hoar pint shall lit. snugly and truly lata to face.
at 't 'a . ' 3 i� Al 2 Tha Moor pin .holo• 4libil be drilled so os' to provlido • _ •tight lit with Lha Naar pint. in plata.
I • o ,r, • ' , ti�,; r,Hingt Angles ' W All shsar .pins shall tie seined on both ands allot inolollellon.
Hinge Pipe `. . -� r•-1.. 4 q . (. FF -
' _ ' I • i =r"I-Boll 4. Tha oluminuti► shear {pi malarial will be futnistied by the Dietritl to the Contractor.
T\ Hinge Pin ,
., . i i i' •. e . ,
S. All 5/13 -Inch diomtl`( (boll holes shall -be drilled on the gaga fines of the onfiles,
t :-Hinge Angles 6. All boats shall be V111 )llnch In diameter embedded a minimum of 4 Inches Info concrete or 64ulvalenl
1 1 ; expannion bolls, and :'t 11 be furnished• wilh hax auto and metallic washers SI leis) 313f -inch thick.
Place thread otnl
Frame lot 1 e ' ,I
loth lillint to ,' SECTION AI -Ai i 7. Frame, brace, and hiftiq onples shall have Lha outstanding logo facing in the direction of flow lot
"lions shown' ' -From'* , both Inlets and outlet I�"a Section shoat Z.. =
414 Note No. 11 IJ 121 Angltt
d •Ttwood ends of hinpe�pin to that nuts and'loeb washers will'be flush with the hinge angle.
r.--y_-„i 81 AI , Damage lhreodt boythe nut fact. Use boll stock for pin.
EYAI .A ' ..'A ' . •
i i l I (Sia. Holt 110.12) a Galvanize all itrrous ')ort$ Stier fabrication.
10. Cover all movable confect surfaces with Scoot. of waterproof Rreata prior -to Inelatltllon.
4 trial. 11. Felt, barriers 36 Inch* -and lose �in width, ust oM hinge the lull width SI bariler.•.
f3's3rx Shoot Pin t- --
- Clip Angle( 1 A .' 12. It IM battler width eloedt . lit fool, provids an additional hinge on the antoArto a(. iho barrier,
-
-;I'min. '�� 13.. For barriers asceedipt 6 tool. in height or widlh,ust .trot• angles evenly spbcad .tat a eneaimum
• Barrier I p oil 6 lett on tentei; '
' Shout tin_ ) • k; 14. Sheri pin matswiol �oNltll bt eorilnttrclally putt aluminum wire, alloy 1100, temper O.
Frame 11 , 'p iI Fedaraj SpeciticoliII ,GO -A-411.
DETAIL B e« Pfn r e • , Angie I M i-�� 14.�geler (Elgar( J elf. h# specifications for additional requlremools and rnolerioi spacifioalions
Shear Q
SECTION Bi -Bt 1• ..,
Of SECTION E -E
i"--'; - 1!■ -� ISee ELEVATION, Sheet 21
t -4 3. ---�-i for pita only.
i
13arrlbir .SOI•.
Frorns
Angles
Brace
. Angles .
Shear
Fine .
Inlof. Nin •
U V
Angled
Lvwar.
H lie
An
Hinge
d. Ph
Z•x2'x III
2 iZrxlr
r,
2■s2PI,
2rx2:44
21028111`
l■
'fe3'x
Z�a2`x��
.b■�
2!•iitl•x;� 2 w2 `x�■ 2 1x2 ■a;�
p 1�+ •
a `
•
�..s'Irt
24112024112011r
r
3e3x�'
•3a3 x
3a3'x31194
1 #
SMa11
•• •
•Ox� x2�li�
.
Sx.5xk
•
3r,302
• i •
3x3&
w •
I� 4 I;;
Hinge - Cl
` Shear :, Hinge
ng. •Papa3t3•x� ... s Rn Gip Mgtot
,
flinae Angle ' o r A• �T ,1 �_.. �1Hin�e Angles
D Hinge Plp$ • , - p I 1 •d a • :
SAN BERNAR;DINO COUNTY
• iFor Bot .5ei:tiotli � -� BI Nlnye P{nom "- ,-- _ =^-'t �r � (
.~LooD CONTROL DISTRICT
__ -- " Frame 1I[VISIDN! OWN. my DATE
Angles
Frame. Angles -'f
A ol- K.J.K. 11-10.85
SECTION Cil -Cil
iSSI -flute No. II a 121.. FILE H0. .
S. P. 101-3
E I\I G I I\I E E R I I\I C
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PREPARED BY: ARIC M. T REYSON R.C.E. NO.
EXP. D 05;.)30-06
DATE.. 5Z
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: SCALE:
O.S. -- AS SHOWN
DESIG�ED BY: S j' PLAN DETAILS DATE:
owl, JANUARY, 2006
)68 CHECKED BY: �� P OVED
• � DRAWING NO.: 710
A.M.T.
CITY ENGINEER R.C.E. 51152 DATE: 3857
-r -!W