HomeMy WebLinkAbout3900-4CROSSING PIPE WALL
(DIAMETER OF PIPE = DI)
OPTIONAL SIDE OF(SEE NOTE 3)
BLANKET (TYP.) x
CONCRETE BLANKET �
(CLASS 265CI4 r ry 2
(450-C-2000) CONCRETE) I (TYP.)
Z Do/2 FOR D ) 375 mm (150)
UNDISTURBED EARTH (TYP.) 150 mm ° 3Do/4 FOR D s 375 mm (150)
EXISTING PIPE (601 MIN.
OUTSIDE OF PIPE BELL (TYP.)
CONCRETE ,BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES:
REQUIRED WH N THE CLEARANCE BETWEEN THE TOP OF TH
I. CONCRETE BLANKET ISE EXISTING PIPE E
AND THE BOTTOM OF THE CROSSING PIPE iS LESS THAN 450 mm (18 IN.).
2. Y = D/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND
THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y. THE CONCRETE SHALL BE PLACED BETWEEN THE
PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST-
ING PIPE. OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.
3. X = D/12, MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS
THAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT
WITH THE LOWER 900 OF THE CROSSING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m
(4 FT.) BEYOND THE TRENCH.
5. WHENEVER A PiPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL
REFER TO THE BELL.
INVERT SLAB OF ARCH OR BOX 150mm 150mm 50 mm (20) THICK STYROFOAM OR
SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE
(6•) �� ` (60) MATERIAL
UNDISTURBED EARTH (� , NO MINIMUM
v �
EXISTING PIPE
OUTSIDE OF PIPE BELL-./
COMPRESSIBLE 8LANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES:
I. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (I8 IN.).
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
3. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.
IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES.
WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SiZES
MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED TA BYTHEDARDS
PUBLIC WORKS STANDARDS INC.,
GREENBOOKCOMUI TEE
BLANKET PROTECTION FOR PIPES
STANDARD PLAN
METRIC
225-1
1984
300 mm (1211)
810 mm (3211) 1500 mm (5.01) 16 Kg_ (3 Ib)
5
REV' 1998
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 1
CONSTRUCT STRAIGHT HEADWALL
PER CALTRANS STD. D-89
(SEE DETAIL HEREON)
36" RCP, LINE A-1
GROUTED 6" MIN. ROCK RIP RAP
WITH CLASS 2 BACKING
�o
RIP-RAP/PLAN VIEW
NOT TO SCALE
See corner steel detail
Omit rounding
125 mm (5")
450 mm r- for pipes
450 19 mm *4") Chamfer 08,. = 19 mm (Y'4") �4D Ljp less than
19 mm (Y4"l Chamfe mm) --� Chamfer _ r `r 'T T' -'j 1200 mm (48") diameter
I.
sin _r I� i I U
lE\ I I How I (�D I D H
Ho ! I D `° I I ( -D-
R
�-- I-
- Corner Stee I t i
I I Deta i I I1 _ ILI
'Q
200 -.� �.- � or 600 mm' (24") Min I 1 a
200. L m (8") 2� 190 mm (7/2 >-�.-190 mm �=' 190 mm (7/2) +f190 mm (7%2")
mm (8") L (7%2') o°-° 230 mm (9")
FRONT ELEVATION FRONT ELEVATION 230 mm (9")-►�612q„i �'_ N E _`1610 4,,)
SINGLE HEADWALL DOUBLE HEADWALL FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL
t
rounding for pipes
than 1200 mm (48") diameter
0
mmI I I
(9") I
" 190 mm
190 mm -1 (7%Z,)
(7%Z)
10 mml
(24")
SECTION. SINGLE &
DOUBLE HEADWALLS 110
D
H SINGLE
L Steel
Conc
DOUBLE
L Steel
Conc
300 mm (1211)
810 mm (3211) 1500 mm (5.01) 16 Kg_ (3 Ib)
5
0 4 m
5
( Y)
0.60 C
m ( ) 4
2500 m 8.0 2 kg (50 Ib)
0.74 m
(0.94 CY)
375 mm (15")
885 mm (35') 1800 mm (6.01) 18 k (40 Ib)
0.56 m3
(0.75 CY)
2950 mm (9.51 28 kg (60 Ib)
0.91 m
(1.17 CY)
450 mm (IB")
960 mm (3811) 2100 mm (7.01 22 kg (50 Ib)
0.68 ma
'(0.91CY)
3250 mm (10.51 34 kg (75 Ib)
1.04 m3 (1.35 CY)
525 mm (2111)
1035 mm (4111) 2250 mm (7.51 26 kg (60 Ib)
0.76 m3
(1.02 CY)
3550 mm (11.51) 40 kg. (90 Ib)
1.18 m3
(1.52 CY)
600 mm (2411)
1110 mm (4411) 2550 mm (8.51 34 kg (75 Ib)
0.90 m3
(1.20 CY)
3850 mm (12.51 46 kg (100 Ib)
1.32 rn
(1.72 CY)
.675 mm (271I)
,
1185 mm (47") 2850 mm (9.51 38 kg (85 Ib)
1.04 rn3
(1.39 CY)
4300 mm t14.01 52 kg (115 Ib)
IS3 m
(2.00 CY)
750• mm (30'7 1260 mm (50') 3000 mm (10.01 40 kg (85 Ib)
1,13 m3
152 CY)
4600 mm (15.01 54 kg (126 Ib)
1.69 m
(2.21CY)
825 mm (3311)
1335 mm (5311) 3300 mm (11,01 44 kg (100 Ib)
1.29 m3
(1.73 CY)
4900 mm (16.01 58 kg (130 lb)
1.86 m•
(2.42 CY)
900 mm (36')
1410 mm (56') 3600 mm (12.01 46 kg (105 lb)
1.46 mi3
195 CY)
5200 mm (17.01 66 kg- (145 lb)
2.03 m
12.65 CY)
975 mm (39")
1485 mm (59') 3750 mm (12.51) 58 kg (130 Ib)
1.57 rn
(2.09 CY)
5500 mm (18.01 78 k (170 Ib)
2.21 m3
(2.88 CY)
1050 mm (4211) 1560 mm (6211) 4050 mm (13.51) 62 k (140 lb)
1.75 m
(2.34 CY)
5800 mm (19.01) 84 k (185 :b)
2.39 m3
(3.13 CY)
1125 mm (4511l
1635 mm (65') 4350 mm (14.51) 66 kg (150 Ib)
1.94 m
(2.60 CY)
6100 mm (20.09 88 kg (195 Ib)
2.58 m3
(3.38 CY)
1200 mm (48')
1710 mm (68') 4500 mm (15.01 70 kg (160 Ib)
2.06 m
(2.75 CY)
6400 mm (21.0190 kg (200 Ib)
2.78 m3
(3.64 CY)
1275 mm (51")
1785 mm (7111) 4800 mm (16.01 BO k (180 Ib)
2.26 m
(3.03 CY)
6850 mm (22.51102 kg (225 Ib)
3.06 m3
(4.02 CY)
1350 mm (5411) 1860 mm (74'7 5100 mm 07.01) 84 kg (190 Ib)
2.47 m3
(3.31 CY)
7150 mm (23.51 108 kg (240 Ib)
3.27 m
(4.30 CY)
STRAIGHT HEADWALLS
IST COUNTY ROUTE KILOI.IETER POST SHEET TOTAL
TOTAL PROJECT I N0. I SHEETS
�"��L•'a'�- aoresslo
REGISTERED CIVIL ENGINEER �a v Mir
H4 fes"
July 1. 2002 C34547 H
FLANS APPROVAL DATE
' 5700 Or CbllrorlUa cr 11s cMce or XP,9 3 03 a
lents sW1I ncl be respomtAfe for ft, OC wracy Ste' CIVILL J
afanass d eadruwc Cowes of /Ns plan lE q al 1Rli°�
dllam mw frs a web diel To get to fln lleb 04 go fGr Ntp://wHwA tmrm
NOTES
1. No deduction made in quantities for thickness of
pipe walls.
2. All reinforcing steel 813M 04) bars. All vertical and
horizontal tie bars 450 mm (18") maximum spacing.
3. Length of wall "W" may be varied to suit conditions
encountered in the field, and straight line
interpolation may be used to calculate quantities.
4. Ouantities are for design purposes only.
-' 15) Cable railing to be installed on top of headwall
when shown on Project Plans. See Standard Plan
BII-47 for cable railing detalls.
D
H
L/2
1000 mm (4011)
Steel Conc
1450 mm (58')
Steel Conc
LENGTH OF W
1900 mm (7611)
Steel Conc
2350 mm (94')
Steel Conc
2800 mm (112")
Steel Conc
300 mm (12')
810 mm (32")
750 mm (3011)
22 k (50 Ib)
0.59 m3
(0.79 CY)
26 k (60 Ib)
0.73 m3
(0.98 CY)
---
---
(1/80)R r E
559 m (220) DIA. ` to •.., ;:
---
---
m
---
J
375 mm (1511)
885 mm (35')
900 mm (3611)
24 kg (55 Ib)
0.68 m3
(0.91 CY)
28 kg (65 Ib)
0.83 m3
UJI CY)
---
---
---
---
---
---
450 mm (18")
960 mm (38")
1050 mm (4211)
28 kg (65 Ib)
0.78 m.
(1.04 CY)
32 kg (75 Ib)
0.94 m
(1.25 CY)
---
---
---
---
---
---
525 mm (21")
1035 mm (41')
1125 mm (45')
32 k (75 Ib)
0.86 m3
0.15 CY)
40 k (90 Ib)
1.02 m
(1.36 CY)
---
---
---
---
---
---
600 mrn (2411)
1110 mm 144'7
1275 mm (5111)
38 kg (85 Ib)
0.96 m
(1.29 CY)
44 kg (100 Ib)
1,13 0
0.51 CY)
48 kg (IIOIb)
1.30 m3
(1.74 CY)
---
---
---
---
675 mm (2711)
1185 mm (47')
1425 mm (57')
40 kg (90 Ib)
1.07 m3
(1.44 CY)
46 kg (105 Ib)
1.25 m
(1.67 CY)
50 kg (115 Ib)
1.43 m3
(1.91 CY)
---
---
---
---
750 mm (30')
1260 mm (50') 1500 mm (6011)
42 k (95 Ib)
1.16 m3
(1.55 CY)
48 kg (110 Ib)
1.34 m
0.80 CY)
52 k (120 Ib)
1.53 m
(2.05 CY)
60 kg (135 Ib)
1.72 m
(2,29 CY)
---
825 mm (33")
1335 mm (5311)
1650 mm '(66")
46 kg (105 Ib)
1.28 m3
(1.71 CY)
52 kg 020 Ib)
1,47 m
(1.97 CY)
60 kg (135 ib)
1.67 m3
(2.23 CY)
66 kg (150 Ib)
1.86 m3
(2.48 CY)
---
---
900 mm (36')
1410 mm (5611)
1800 mm (7211)
48 kg (110 Ib)
1.40 m
(1.88 CY)
54 k q (125 Ib)
1.61 m 3
(2.15 CY)
62 kg (140 Ib)
1.81 a
(2.41 CY)
68 kg (155 Ib)
2.01 m3
(2.68 CY)
74 kg (170 Ib)
2.21 m3
(2.95 CY)
975 mm (39")
1485 mm (5911)
1875 mm (7511)
---
---
66 kg (150 Ib)
1,71 m
(2.28 CY)
74 kg (170 Ib)
1.92 m3
(2.56 CY)
80 kg (185 Ib)
2.13 m3
(2.84 CY)
88 kg (200 Ib)
2.33 m3
(3.12 CY)
1050 mm (42") 1560 mm (6211)
2025 mm (8111)
---
---
68 kg (155 Ib)
1.85 m3
(2.42 CY)
76 kg (175 Ib)
2.07 m3
(2.76 CY)
84 kg (190 Ib)
2.28 m3
(3.05 CY)
92 kg (210 Ib)
2.50 m3
(3.34 CY)
1125 mm (45')
1635 mm (65")
2175 mm (8711)
---
---
---
---
78 kg (180 lb)
2.22 m
(2.97 CY)
88 kg (200 Ib)
2.45 m
(3.27 CY)
94 kg (215 Ib)
2.67 m3
(3.57 CY)
1200 mm (48')
1710 mm (68')
2250 mm (9017
---
---
---
---
84 kg (190 ib)
2.34 m3
(3.13 CY)
94 kg (216 Ib)
2.57 m3
(3.44 CY)
100 kg (230 Ib)
2.81 m3
(3.75 CY)
1275 mm (51")
1785 mm (71)
2400 mm (9611)
---
---
---
---
--- I
---
96 kg (220 lb)[
2.75 m3
(3.67 CY)
102 kg (235 Ib)
2.98 m3
(3.99 CY)
1350 mm (54") 1860 mm (74") 2550 mm (102")
---
---
---
---
--- I
---
102 kg (235 1hil
2.92 m3
(3.91 CY)
110 k (250 lb)I
3.17 m3
(4.24 CY)
"L" HEADWALLS
CIRCULAR PIPE CULVERT HEADWALLS
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE HEADWALLS
These "Standard Plans for Construction of Local Streets and Roads" contain units in two
systems of measurement: International System of Units (SI or 'Ynetrlc') and United States
Standard Measures shown in the parentheses H .The measurements expressed In the
two systems are not necessarllyy equal or interchangeable. See the "Foreword" at the
beginning of this publication.
--- - . NO SCALE F -D89
THIS STANDARD PLAN 089 INCLUDES CHANGES THAT WERE INCORPORATED IN REVISED STANDARD PLAN RSP D89, DATED OCTOBER 26. 2000. AND ISSUED AS A PART OF ERRATUM NO.99-1 FOR THE 1999 METRIC STANDARD PLANS.
GROUTED ROCK RIP RAP
WITH CLASS 2 BACKING
0
STRAIGHT HEADWALL
CALTRANS DETAIL
!', STD. D-89
GROUTED ROCK
- - -- RIP -RAP CLASS 2
10'1 5'
- - DETENTION BASIN
36" RCP, UNE A-1 = ►�
GROUTED 6" MIN. ROCK RIP RAP
WITH CLASS 2 BACKING
@)�)�OU TLET DETAIL
NOT TO SCALE
JVVVVVVVVVVVV%A&A&041~ T_
SECTION X -X
NOT TO SCALE
TOLL FREE 'mmimm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTE:
ROCK SHALL BE 200#
SECT. 200-1.6 & 300-11
a
RECORD DRAWING
OQ�OFESS/ONq
s
C 36637
EXP(& Ru'l 7
tp CIV11. P
THESE RECr`'''. • AVYINGS HAVE BEEN PREPARED, IN �TF0 CA1-�F�
.PART, ON' •',SIS OF INFORMATION COMPILED AND
FUR NIS; aY OTHERS. THE ENGINEER WILL NOT BE
RESPONSiBLE FOR ANY ERRORS OR OMISSIONS WHiCH
:HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 2 /
A RESULT THEREOF.
REV. REVISION DESCR/P770N DA 7F ENGR. CITY DA 7E SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BR/NG THEM INTO
R�'C�'eD DR�N///V�►
CONFORMANCE W/ TH CONDITIONS AND S TANDA RDS /N EFFECT.
2 / �tl W 9'70
r
C
Z
(A
10
IV
Z
a
DRILL AND TAP HOLE AND INSTALL
20 mm x 32 mm (3/40 x 1 1/40)
STAINLESS STEEL SOCKET SET
SCREW WITH 10 mm (3/80)
20 mm (3/40) DIA. I RECESSED HEX HOLE ALL
PICK HOLE THREADS TO BE NC.
50mmx25nim
(20 x P) DIAMOND
MAT 3 mm (1/80) i�� ��� / AGENCY DESIGNATED
DEEP INSCRIPTION. ALL • ""
LETTERS 25 mm (10)
INSTALLATION HIGH _ -•;
LOCKING `
DEVICE E
m
/At \ INSTALL M
rj,2 $• l LOCKING ,a, o•
E_ / �\� I / X11 DEVICE
At I to LOCKING DEVICE
350 mm (140) E
0
• M
PLAN
600 mm (23 5/8•) OUTSIDE DIA. OF COVER
DETAIL E Ea DETAIL 'C'
)ION N'���-
SECTION A -A
FINISHE
SURFACE----'/In
N
16 mm (5/89 R
GAP IN RIM OF COVER 32 mm (I I/4')
OPPOSITE PiCK HOLE
BOTTOM OF MANHOLE COVER
3 mm'(1/8.1 •)
PROMULGATED BYTHE
I ir"rl i
STANDARD PLAN
(3/16.1 5/8• Ire) I (I/8) R
Vie•
/ mill r
Z
1884
1984
AND COVED
im
6 mm M
x
(1/41 „•..
H
12 mm 2 mm 0 "`"" •,
a
(1/2•) 3 mm (I 60)R 3/4• E : •"o.�
V
(1/80)R r E
559 m (220) DIA. ` to •.., ;:
.. •.
CLEAR OPENING r'' �''-`�'�-��•
�,�.i^�:�5^ice-.
m
4:•�
J
DETA I L "B"
,
OUTLINE W
RIB JOINS
OUTLINE W
RIBS JOIN
DETAIL "C"
IGLE
OUT
•�
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BYTHE
CATCH BASIN
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOCOMMITTEE
MANHOLE FRAME
METRIC
31.2-2
1884
1984
AND COVED
REV. lase
SHEET 1 OF 2
USE WiTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I�
rr �.
NOTES r
I. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR
BITUMINOUS PAINT AFTER TESTING AND INSPECTION. .
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON
THE BOTTOM OF THE "COVER AND ON THE INSIDE OF THE FRAME.
4. I'-MP-ORTED COVERS ,AND FRAMES SHALL HAVE THE COUNTRY Of O:Ft.IGIN
MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS."
5. Wb'GHT OF FRAME SHALL B-E' 15 Kg` (30 POUNDS•):. WEIGHT OF COVER
SHALL BE 40 kg (85 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN
A RANGE OF 95% TO 110%.
6. THE.;MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER
P•RIflR-TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED
'BY THE AGENCY'S MARK.
7. T -
HE�;�PROOF LOAD FOR TEST METHOD B OF THE STANDARD .SPECIFICATIONS
IS 1-:5,000: lig '(28;6100 POUNDS).
B. DINE, $IONS 5HDWN -ON THIS -PLAN FOR' METRIC AND` ENGLISH UNITS -
ARE'EXACT EQUAL VALUES. IF METRIC VALUE.;: ARE USED, ALL
V4 WES USED: 'FOR CONSTRUCT.)'QN SHAL•`L B.E •METR;Ib"-VALUES. -•I°F:;..
EN.GLISH UNITS ,.ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
312-1
CATCH BASIN MANHOLETRAME AND -COVER
SHEET 2 OF 2
to
�0
(�O
P. V
Q)
I`
V
BENCH MARK. SITE BENCHMARK BASIS OF BEARINGS.-
SW
EARINGS.SW CORNER, SEC. 31, T. 1N., R. 5W., THE BEARING OF N 89' 56' 48" E
SB.M- 2" I.P. WITH BRASS CAP, ALONG THE CENTERLINE OF BASELINE Q
C.S.M. AT 774E /N7FRSEC77ON OF A VENUE, AS SHOWN ON TRACT No.
BASELINE AVE. AND CITRUS AVE. 12545 WAS USED, AS THE BASIS OF
ELEVATION: 1395.16 BEAR/NGS FOR THIS MAP.
0
Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CA L IFO RN/APREPARED IN THE OFFICE OF
�
oMAs"�F MADOLE AND ASSOCIATES, INC. TORMDRAl IMPRO N VEMEN T PLANS
USCALDRAWN BY TRACT 6685
E.
No. 62183 '�° 760-A S. ROCHESTER A VENUEJA AS SHOWN
* Exp: 9-30-05 * PO/ONE 90 9) 9 CA .9171
9151 DESIGNED BY DETAILS DA 7E:• N
kP AS/LP MARCH 2005
C / V 1 �- ��
F0 CALIF O Date 1.1 CHECKED BY.•�f APP DRA WING NO. 4
RCE 6218N EXP. 9-30-0' Z Z
AS/LP /TY ENGINEER R. C. E. 51152 DATE 3900 5
OX#
3:\692-1915\storm\sd04.dwg, 9/9/2005 9:07:48 AM, cfrench