HomeMy WebLinkAbout4043-4CROSSING PIPE WALL
(DIAMETER OF PIPE Dil
OPTIONAL SIDEOF > (SEE NOTE 3)
BLANKET (TYP.)
X
CONCRETE BLANKET
(CLASS 265CI4
(450-C-2000) CONCRETE) t I (TYP.)
Z 2 Do/2 FOR D > 375 mm (151)
UNDISTURBED EARTH (TYP.) 150 mm = 3Da/4 FOR D s 375 mm (15'1
EXISTING PIPE (6'1 MIN.
OUTSIDE OF PIPE BELL (TYP.)
CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES:
I. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE
AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.).
2. Y = D/6 1 mm IN. MIN.. WHERE T
(50 (6 ) I E E HE 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 90. 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 0
(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.
SECTION (CROSSING CONDUIT)
INVERT SLAB OF ARCH OR BOX iSOmm
(6')
UNDISTURBED EARTH
150mm ---50 mm (2') THICK STYROFOAM OR
OTHER APPROVED COMPRESSIBLE
(6') MATERIAL
ANO MINIMUM
EXISTING PIPE-�
OUTSIDE OF PIPE BELL
COMPRESSIBLE BLANKET
(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 (IS 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
PRWORKSTANDARDS
PU INC.,
BLANKET PROTECTION FOR PIPES
STANDARD PLAN
METRIC
GREENRKBSTAMMITTE
GREENBO COMMITTEE
V
225-1
19
198b
OR APPROVED EQUAL
EQUIVALENT
REV 1"6
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
L BAR 3 x 3/8
Lg WELDED ON
6'-0' MAX. BOTTOM OF
THE RACK AS
STIFFENER,
N
CONTOURS.
TYP.
BAR 3 x 3/8 13AR 3 x 3/8, TYP. ECESSARY /-
WELDED ON WHEN LR
BOTTOM OF F1/i- 4 ��TYP. 15 6'-0' OR
THE RACK AS I _ � GREATER I
STIFFENER. 21 I t112' x 7' EXIST. OR / I w
NECESSARY "SN / LONG �aLT PROP. HEAD- 11� TYP. mJ
WHEN
L� G / AND NUT, 5' WALL r a
IS 6'-O OR ,-► EMBEDMENT, 0. 0
GREATER / TYP. 0Ez
/ 2'-6' MAX. C(SH.2) _ w0
�ABOUTTt1CAL / "G (TYP.) _ f TJ -a
r - B B
L rn a
- - .--.
Zn OUTLET Q
T
]A-
ETRICAL
CONDUI- SH.2)
SYMM
ws ABOUT t - -
L \ DETAIL"E'�
1~ t2'-6' MAX. (SH_21
OUTLET \ 1O� +D(SH.2) (TYP.)
CONDUIT
t 1/2'0 x 7' LONG EXIST_ OR
BOLT AND NUT, 5• PROP. SLOPE
EXIST. OR PROP, 2'� EMBEDMENT. TYP.
HEADWALL AND fTM9 6•�\ �. BAR 3 x 3/8• TYP.
WINGWALL )p� \ CASE B
L 1/2' ()1 BOLT AND NUT. TYP. BAR 3 x 3/e. TYP. PLAN
CASE A
PLAN� SEE SECT. C -C, SH.2,
_ }-- FOR DETAILS
SEE SECT- C -C. SH.2.
FOR DETAILS SEE SECT. D -D
N _ FTS �-� MODIFY RACK TO FIT CONC. FL REI SH. 2. FOR
- -J--I 3�• '� DETAILS
BEND AS NEEDED I 1
SEE SECT. D -D, I '
SH -2, FOR I/4
DETAILS
1/4
1
'-OUTLET
CONDUIT f�
CONDUIT LJ CONC, SUPPORT
CONC. SUPPORT SECTION B -B
SECTION A -A DETAIL"F" '/4 TYP
tSH.2l
DETAIL`F" EXIST. OR PROP. - -
(SH -2) HEADWALL AND I
` WINGWALL
EXISHEAD PROP.
HEAD \
WALLLL
STABILIZED p
1
7YP. I/4 SLOPE
l
CONC- I I DETAIL"E'I� CONC.
SUPPORT ($}i-2) SUPPORT
)• 31t REMOVABLE I•
3't REMOVABLE PORTION (TYP_)
PORTION
DETAi L`E"�� CASE A CASE B
(sH.2) ELEVATION ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BV THE
PUBLIC WORKS STANDARDS INC-.
D A e ( •r
TRASH RACK (INCLINED) 1
STANDARD PLAN
GREENBOOKCOIM4RTEE
V
361 -0
E
OR APPROVED EQUAL
EQUIVALENT
1�3
SHEET 1OF3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0 O
0
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
WOW DPAW)W
The MaxWeIITM Plus Drainage System Detail And Specifications
CHAMBER SEPARATION
23 1 21 16 17 3 "0 19 n
as
D J
ILL 0
LU
0
�
w
9 m Q
10 2 LU
= Of
v Luo
z O
J Z
i -
LU Z
13 U) 0
D
Q
12 x
O
ITEM NUMBERS
f BOLT 8 NUT
A
o
6.00 (TYP-),BAR
w
Z
w
E
BAR 3 x 3/8,
EQUIVALENT
3.
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
I,
a-
1.
1.
MANHOLE CONE - MODIFIED FLAT BOTTOM.
N
o
1/4 TYP.
BAR 3 x 3/8,
I 3/8'
__
3/8' I
(TYP•)
PROVIDE SLOTTED
HOLE, SEE
TYP.
\
SUPPORT
2.
STABILIZED BACKFILL- COMPACTED NATIVE IN LANDSCAPED AREAS,
1.53 ms (2.00 CY)
4'1 P (TYP.)1
9I0 mm
f
1 SACK SLURRY IN PAVEMENT.
_
5I9" t/4
58 mm
F-
a
C.
.:
BOLTED RING & GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST
o
(27")
IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS.
15 Q
I
BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM
I-_
(3
n
OI-_
TYP.
)
14 0
•
GRADED BASIN OR PAVING (BY OTHERS).
Iw-
750 mm
300 mm
a
O
z
81 mm
�
5.
COMPACTED BASE MATERIAL (BY OTHERS).
(121)
CONC. SUPPORT,
REMOVABLE
13
6.
PUREFIL M DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH
ILL
ORTION
VENTED ANTI -SIPHON AND INTERNAL .265" MAX. SWO FLATTENED
SEE SECTION O -D
1820 mm
(3611)
EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY
(3 11
+I
ELEVATION
COATED.
PLAN
1050 mm
525 mm
AZ LicR00070465 A. R00047067 134 ADWR 363
7.
PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN
CAT! 52 - N Lic. HA2.
NV Lic- 0035350 A - NM Lic. 90504 GF04
(21")
HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE.
1(85 mm 147"1 1425 mm f5T9
(63")
(7811)
U.S. Patein No. 4,923.330 -" Trademark 1974. 1990. 2NA
8.
MIN. 6'0 DRILLED SHAFT,
1200 mm
9.
SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY
---
as
D J
ILL 0
LU
0
�
w
9 m Q
10 2 LU
= Of
v Luo
z O
J Z
i -
LU Z
13 U) 0
D
Q
12 x
O
ITEM NUMBERS
f BOLT 8 NUT
A
o
6.00 (TYP-),BAR
w
Z
w
E
BAR 3 x 3/8,
EQUIVALENT
3.
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
6'OC (TYP.)
a-
1.
1.
MANHOLE CONE - MODIFIED FLAT BOTTOM.
N
o
1/4 TYP.
BAR 3 x 3/8,
I 3/8'
__
3/8' I
(TYP•)
PROVIDE SLOTTED
HOLE, SEE
TYP.
\
SUPPORT
2.
STABILIZED BACKFILL- COMPACTED NATIVE IN LANDSCAPED AREAS,
1.53 ms (2.00 CY)
4'1 P (TYP.)1
9I0 mm
f
1 SACK SLURRY IN PAVEMENT.
_
5I9" t/4
58 mm
F-
a
3.
BOLTED RING & GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST
o
(27")
IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS.
15 Q
I
BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM
I-_
(3
ELEVATION ±0.02' OF PLANS.
OI-_
TYP.
)
14 0
4.
GRADED BASIN OR PAVING (BY OTHERS).
Iw-
750 mm
300 mm
a
O
z
81 mm
�
5.
COMPACTED BASE MATERIAL (BY OTHERS).
(121)
CONC. SUPPORT,
REMOVABLE
13
6.
PUREFIL M DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH
ILL
ORTION
VENTED ANTI -SIPHON AND INTERNAL .265" MAX. SWO FLATTENED
SEE SECTION O -D
1820 mm
(3611)
EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY
(3 11
+I
ELEVATION
COATED.
PLAN
1050 mm
525 mm
AZ LicR00070465 A. R00047067 134 ADWR 363
7.
PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN
CAT! 52 - N Lic. HA2.
NV Lic- 0035350 A - NM Lic. 90504 GF04
(21")
HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE.
1(85 mm 147"1 1425 mm f5T9
(63")
(7811)
U.S. Patein No. 4,923.330 -" Trademark 1974. 1990. 2NA
8.
MIN. 6'0 DRILLED SHAFT,
1200 mm
9.
SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY
---
---
COATED.
(24')
10.
OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE
17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ.
(8411)
SEAL.
CAPACITY.
11.
DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A COUPLER.
18. CONNECTOR PIPE - 4" 0 SCH. 40 PVC.
2080 mrr
SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING
(2711)
(We")
OR BREAKAGE. DIAMETER AS NOTED.
19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR.
12.
BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY.
20. INTAKE SCREEN - SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCREEN
52
52 kg 0 20 b)
1.47 m3
WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRI -C END
13.
ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8" AND 1-1/2" TO BEST
CAP.
L86 m3 (2.48 CY)
COMPLEMENT SOIL CONDITIONS.
900 mm 136")
1410 mm 156") 1800 mm (72'9
21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE
14.
FLOFASTTM DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL
PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO
(2.15 CY)
SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL
MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE
68 k 055 ib)
LENGTH WITH TRI -B COUPLER.
OVERFLOW.
15,
MIN. 4'0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE
22. OPTIONAL INLET PIPE (BY OTHERS).
---
SOILS.
66 kg 050 b)
1.7113
23. MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST
16.
FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY
ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN
2J3 m3 (2.84 CY)
CUSTOMER AT PROJECT COMPLETION.
LANDSCAPED AREAS.
EXIST. OR PROP.
HEADWALL OR BAR 3 x 3/8
WINGWALL n�/ -5- 1/2' 0 BOLT AND
AND CONC. SUPPORT
BAR 3 x 3/8
_L4_
r +,l
SECTION C -C (SH_ 1)
1 I /2 -
\\ I I POINTED CUTOFF
TYP'
BAR 3x
r
�� �-•3 � 24' q
12- MIN. •4, A.S., 3 -
MIN. COVER
SECTION D -D (SH. i)
i STAINLESS STEEL
1/2' ( x 7' HILTI
STANDARD PLAN
361 - 0
SHEET 3 OF 3
f BOLT 8 NUT
A
KWIK-BOLT OR
6.00 (TYP-),BAR
D
E
BAR 3 x 3/8,
EQUIVALENT
3.
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
6'OC (TYP.)
600 mm
0.91 m; 0.17 CY)
L04 m3 0L35 CY!
I-
300 mm
�3'.
1/4 TYP.
BAR 3 x 3/8,
I 3/8'
E CONCRETE
3/8' I
(TYP•)
PROVIDE SLOTTED
HOLE, SEE
TYP.
(TYP.)
SUPPORT
\
DETAIL
1.53 ms (2.00 CY)
4'1 P (TYP.)1
9I0 mm
f
a
m a
5I9" t/4
58 mm
a
(9")
(21/4")
TYP.
(27")
o�
ro F
I
BAR 3 x 3/8,
-
(3
1210
Imm
(24)
TYP.
)
-2
T--
"mm
(4B)
a
750 mm
300 mm
83 mm
O
z
81 mm
4'r (TYP.)
BAR 3 x 3/8.
(30 IP)
(121)
CONC. SUPPORT,
REMOVABLE
TYP.
CONC. SUPPORT,
a
SEE SECTION D -D
ORTION
95 mm
SEE SECTION O -D
1820 mm
(3611)
(1517
(3 11
0.96 m3
ELEVATION
(7211)
PLAN
1050 mm
DETAIL "E" (SH.
`BAR 3 x 3/8
DETAIL "F" (SH. 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
TRASH RACK (INCLINED) 361 - 0
SHEE72 OF 3
Construct PCC
cutoff wail
I
m } I
v
LA n
wl
PLAN
Tongue end on inlet section
Groove end on outlet section
ADD CONCRETE COLLAR/HEADWALL
7
TO SUPPORT TRASH RACK
._ C Ni _ D _.
Limit of payment
for pipe
I
SECTION A -A
a
1.75 mm (3")
.f' ON
200 mm
END VIEW
MINIMUM DIMENSIONS
STANDARD PLAN
361 - 0
SHEET 3 OF 3
PIPE.
A
B
C
D
E
SLOPE
Dla
39 mm
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
550 mm
600 mm
0.91 m; 0.17 CY)
L04 m3 0L35 CY!
525 mm (21")
300 mm
100 mm
45. mm
IA m3 OS2 CY)
600 mm
600 mm
450 mm
(1211)
(411)
(1 ")
910 mm
(2411)
(24")
1.53 ms (2.00 CY)
675 mm
9I0 mm
450 mm
225 mm
58 mm
240 mm
58 mm
(1811)
(9")
(21/4")
N
(27")
(36")
L
4-
600
2401 mm
70 mm
11001 mm
1210
Imm
(24)
(9 )
(2�4)
�,
(43 )
"mm
(4B)
a
750 mm
300 mm
83 mm
O
z
81 mm
1370 mm
1520 mm
(30 IP)
(121)
(31/4")
(D
Tn
(5417
(6011)
a
900 mm
375 mm
95 mm
1600 mm
1820 mm
(3611)
(1517
(3 11
0.96 m3
(6311)
(7211)
113
1050 mm
525 mm
107 mm
1600 mm
1980 mm
(4211)
(21")
(41/417
1(85 mm 147"1 1425 mm f5T9
(63")
(7811)
(a
1820 mm
2130 mm
1200 mm
600 mm
119 mm
---
---
(48'7
(24')
(95/8')
42 k (95 )b)
(72')
(8411)
48 kq- (110 tb)
1350 mm
675 mm
131 mm
1650 mm
2080 mrr
(54')
(2711)
(We")
1
(6511)
1 (B2")
1.28 813
PRECAST CONCRETE FLARED END SECTION TYPE A
NOTES
I. MAXIMUM SIZE OF OUTLET TO BE USED WITH THiS RACK iS 48"
PIPE OR 48" WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10'-0'-
2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS
APPROXIMATELY 2 HORIZONTAL TO I VERTICAL.
3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF
WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT
CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR
1 NSTALLATI ON.
4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION.
5. IF FIELD WELDS ARE NECESSARY, USE GALVICON. GALVALLOY OR
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE 1/2" IN DIAMETER AND 7" IN LENGTH_ ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI
KWIK-BOLT OR EQUIVALENT CAN BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
361 - 0
SHEET 3 OF 3
TRASH RACK (INCLINED)
DATE ENGR. CITY DATE BASIS OF BEARINGS:
THE CENTERLINE OF MILLER AVENUE
BEING N89'46'38"E PER M.B. 193/1-2
BENCH MARK: # 255
LOCATED AT THE INTERSECTION OF
ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL
WEST END SW CURB RETURN
ELEVATION: 1358.51
Jesus Go�� 2�2
J N�
(0 0.61 y
W
[L
Exp.. 9..
Q���
�rF OF CPi'��o�
I
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL QR�v
de Jest ��.
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � c0
L3.
C No, 65195 fl
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND (Pj Exp 9-30-07
'9T CIVIC- 2�
EOF C ALIF�
STANDARDS IN EFFECT.
B
m�
Construct ACC
cutoff wall
W
Ld
cal
PLAN
Tongue end on Inlet section.
Groove end on outlet section
Limit of payment
for pipe
a
X75 mm
Tsri
200 mm
(819
SECTION B --B
PRECAST CONCRETE FLARED END SECTION TYPE B
COUNTY I ROUTE
REGISTERED CIVIL ENGINEER L Ito sCsst°N47
d, iia
July 1 2002 " G x
4,, C34547
PLANS APPROVAL DATE
9-30-03
The stale of Caltfanlo or cls officers or « C"P'
o9mVs shall tot Ge responsible for the accvrpcy sr (lY{L
or cm;Zootaws of electroMo crplas of tNs p)an�/E ter
Sheet. GA1.14�'.
Calfroas mW las a web $1101 70 prof to the WO Ole, 9010:111[ //Mt1fAQ'fXl*V
END VIEW
MINIMUM DIMENSIONS
PIPE
Dia
A
B
C
D
E
SLOPE
300 mm
100 mm
39 mm
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
550 mm
600 mm
0.91 m; 0.17 CY)
L04 m3 0L35 CY!
525 mm (21")
1035 mm (41") 2250 mm (7.57 26 kg (60 b)
•0.76 m3 0.02 CY)
3550 mm (11.59 40 k (90 1b)
IA m3 OS2 CY)
600 mm (24")
1110 mm (44") 2550 mm (8.5'1 34 kg (75 b)
450 mm
225 mm
45 mm
630 mm
910 mm
m (1.39 CY)
4300 mm 514.07 52 k (115 bl
1.53 ms (2.00 CY)
750 mm (30"1 1260 nvn (50'9 3000 mm (10.01 40 k (85 ib)
_1.04
Ida 11.52 CY)
4600 mm 05.07 54 It (126 Ib)
L69 m (2.21 CY)
600 mm
240 mm
58 mm
1060 mm
1210 mm
(24")
(9 1/211)
(21/4)
�'
(4211)
(48"}
a
4-
750 mm
300 mm
71 mm,
1340 mm
1520 mm
(30")
(12")
(2/411)
z
a)
(53')
(60")
o
r,
900 mm
375 mm
81 mm
1570 mm
1820 mm
(3611)
(15")
(31/4")
m
(62')
(72")
-
V'
1050 mm
525 mm
90 mm
1600 mm
1980 mm
142")
(2111)
(3(1/2")
0.96 m3
(63`)
(781)
113
1200 mm
600 mm
103 mm
1820 mm
2130 mm
(48")
(24")
-(4")
1(85 mm 147"1 1425 mm f5T9
(72")
(84')
11.44 CY)
1670 Mm
2080 mrr
1350 mm
675 mm
ll2 mm
---
---
15411}
(27")
(4�/e")
42 k (95 )b)
(66")
(8211)
48 kq- (110 tb)
NOTES:
1. Contractor has the' option of using either Type A or B
precast concrete flared and section.
2. C dimension varies by manufacturer
and will be paid for as concrete pipe.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CONCRETE FLARED
END SECTIONS
These "Standord Plans for Construction of Local Streets and Roads" contain units In two
systems of measurement. International System of Units (SI or "metric") and United States
Standard Measures shown In the parentheses t). The measurements expressed in the
two systems ore not necessarily equal or interchangeable. See the "Foreword" at the
beginning of this publication.
NO SCALE D 9 4'B
See corner steel detail
,Omit rounding
-r ,+-125 mm i5") for pipes
450 mm -
450- 9 mm (3j4") Chamfar _- 19 mm (y4") y4D L/2 8 less than
9 mm t�4"1 Chamfer: mm � j �- 11811} -\ }+--►}+-- ► / 1200 mm (48") tliameter
1 Chamfer _
D ! D ! _T I I T E l
\t fJ H
1 I -- r-
Corner reel
I s•
r �--- - L 200 . M I., � or 600 mm, (24") Min 190 mm (71/i')+ I - 190 mm 17' 3�1
200 __--- mm (8") (� 190 mm �m /z" Sw190 mm (r/Z')
mm 18'9 �._ L --•i 61 (T/z") o 230 mm (91 ►�
FRQNT ELEVATION FRONT ELEVATION 230 mm (9") (24") NE (24nim`'-
SINGLE HEADWALL DOUBLE HEADWALL FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL
Omit rounding for pipes
less than 1200 mm (48'7 oiameter
230
mm 1I
(9") II
490 mm
190 mm� (71/z,•3
I
ro
4"l
SECTION. SINGLE &
DOUBLE HEADWALLS
D
H SINGLE
L Steel
Cone
DOUBLE
L Steel
Cone
300 mm (12'1
810 mm (32") 1500 mm (5.0'1 16 Kg (35 b)
0.45 m3 (0.60 CY)
2500 mm (8.0') 24 kg (50 b)
0.74 m (0.94 CY)
375 mm (15") _
450 mm lt8"1
885 mm (35"1 1800_ mm (6.07 -16-kg (40 )b3
960 mm (38") 2100 mm (7.0'1 22 Kg (50 (b)
0.56 m3 (0.75 CY) _
0.68 m3 wsicY)
_ 2950 mm (9.5') 28 kg (60 4)
3250 mm (10.5') 34 k (75 b)
0.91 m; 0.17 CY)
L04 m3 0L35 CY!
525 mm (21")
1035 mm (41") 2250 mm (7.57 26 kg (60 b)
•0.76 m3 0.02 CY)
3550 mm (11.59 40 k (90 1b)
IA m3 OS2 CY)
600 mm (24")
1110 mm (44") 2550 mm (8.5'1 34 kg (75 b)
0.90 m3 (L20 CYi
3850 mm (12.59 46 k (100 b)
1.32 M3-172 CY)
675 mm (27")
I185 mm (47) 2850 mm (9.5'1 38 kq (85 IW
m (1.39 CY)
4300 mm 514.07 52 k (115 bl
1.53 ms (2.00 CY)
750 mm (30"1 1260 nvn (50'9 3000 mm (10.01 40 k (85 ib)
_1.04
Ida 11.52 CY)
4600 mm 05.07 54 It (126 Ib)
L69 m (2.21 CY)
825 mm (339
1335 mm (53'7 3300 mm 31,0') 44 kg (100 (b)
L29 m3 11.73 CY)
4900 mm (16.01 58 kg 830 Ib)
1.86 m 12.42 CY)
400 mm 1369
(410 mm (56") 3600 rrxn 02.0') 46 k (105 b)
_
L46 m3 0.95 CY)
5200 mm (17.0) 66 k9.045 Ib)
2.03 m3 (2.65 Cy3
975 mm (39")
1485 mm (599 3750 mm 112.5'1 58 kg 030 b)
1.57 m3 12.09 CY)
5500 mm (t&O') 78 k (170 -IbI
2.21 m3 12.88 CY)
050 mm 42 1560 mm 62" 40 0 inn 13.59 62 k a4 )
0 b
1.75 m 4 Yl
(2.3 L
mm f 0'1 84 k ( )
5800 19. 185 ,b
3
2.34 m. (3.13 CYE
1125 mm (45"1 1635 mm (65"1 4350 mm (14.5'1 66 kg (150 Ib)
1.94 m3 11,60 CY)
6100 mm c20A'i 88 k (05 tb)
2,58 m3 13.38 CYi
1.200 mm (48"1
1275 mm (51"I")
1710 mm (68'7 4500 mm (t5.0'1 70 kq 1160 tbl
1785 mm 1719 4$00 mm 176.0'1 80 kg 880 !b1
_2.06 _(2.75 CY)
226 reY ;3.03 Cri
6400 mm (21.01190 _kg (200 lb)
850 (nm 122.5' 102 kg 4225 b)
2.78 m3 (3.64 CY)
306 m3 (4.02 CY)
(350 mm (54'7 Ifl60 mm (74'9 5100 mm 87.01 84 kg (190 Ibl
2.41 m3 (3.3( CY)
750 mm 123.511108 k (240 Ib
3.27 m (4.30 CY)
STRAIGHT HEADWALLS
v V )
i I
Z
0
6'ST:QJ_itt�/T�Y
Q
-
I
pollil
CEG 15 c.AtO CV1: cRG: kER P e,
a
I
1
"
JUS_ 11.2002 " C34517
P --ANS a.• 4Wa oar
1000 mm (40")
ml
m Sm" C C.W.W. a ns dr: s or ♦
1900 mm (76')
: or e,cenwe myrr :r msms a •.�' a <.. c¢`�
sma.
i
axr3rlc w ms a :re^ ve To w to tin ,ro sY,e, W m idl ft//w"Vafmgx
I
NOTES
Conc
I. No deduction mooe in quantities for thickness of
Cone
pipe walls -
01
2. All reinforcing steel •134 t•4l bars. All vertical and
O1
horizontal tle bars 450 mm 889 maximum spacing.
Conc
3. Length of wall "W" may be varied to suit conditions
'
encountered (n the field• and straight ilne
1
interpolation may be used to caiculote quantities.
i
( Y
_0.73- -0.98 C >
0.83 m3 iL11CY)
C
4. Duantities are for design purposes only.
j
S. Cable rollingto be installed on t op of heodwal!
t
r,
when shown on Project Plans. See Standard Plan
450 mm 011")
BM -47 for cable calling details.
q
o.T8 m
r
32 kg (75 b)
t
a
825. CY)
---
---
(Ai
---
0
-4!
v V )
i I
Z
0
H
Q
-
I
LENGTH OF M
Qi
p�
I L/2
1000 mm (40")
ml
1450 mm (58`)
1900 mm (76')
2350 mm (94')
2800 mm (112")
Steel
Conc
Steei
Cone
Steel
Conc
Steel
Cone
Steel
Conc
300 mm (12 9
- -- -....
3 5 mm 85'7
( ) 7 mm t "1
8)0 mm 32" 50 30
------- - ---
885 mm 135'9 900 mm (36")
22 k 150 b)
--4.. ---
24 kq 155 b)
OS9 m
-- -
0.68 m3
(A79 CY)
-
(0.91CY)
6 k (6 )
2 K9- 0 Ib
28 kq (65 D)
( Y
_0.73- -0.98 C >
0.83 m3 iL11CY)
---
--- - -
---
--
-
---
-
- - - -
---
---
- ---
-
-
---
-
450 mm 011")
960 mm (38") 1050 mm (4211)
28 kg (65 b)
o.T8 m
(604 CY)
32 kg (75 b)
0.94'm
825. CY)
---
---
---
---
--
525 mm (21)
1035 mm (4r1 1(25 mm (45.)
32 k (75 Ib1
0.86 m
IU5 CY)
40 k (90 bl
102 m
0.36 CY)
---
---
---
---
--
--
600 mm (24')
1110 mm 144'9 1275 mm (51)
38 k (85 b)
0.96 m3
8.29 CY)
44 kg 000 Ib)
113
0.51CY)
48 k fob)
L30 0.74 CY)
-
---
---
675 mm (27")
1(85 mm 147"1 1425 mm f5T9
40 k (90 Ib)
L07 m3
11.44 CY)
46 kq 005 b)
1.25 m
0.67 CY)
50 k 015 Ib)
1.43 m3 191CY)
---
---
---
--
750 mm (30') 1260 {ren (50") 600 mm (60'9
42 k (95 )b)
Id6 m
0.55 CY)
48 kq- (110 tb)
L34 m
0.80 CY)
52 k 020 b)
153 (2.05 CY)
60 kg (135 Ib)
1.72 m (229 CY)
---
mm (33")
1335 mm (53'9 1650 mm 166'9
46 kg 1105 lb)
1.28 813
(L71CY)
52
52 kg 0 20 b)
1.47 m3
11.97 CY1
60 kg 035 011
1.67 m3 12.23 CY)
66 kq (150 Ib)
L86 m3 (2.48 CY)
---
900 mm 136")
1410 mm 156") 1800 mm (72'9
48 K (110 Ib)
640 m3 u.88 CY)_
54 k 025 b)
Llilm
(2.15 CY)
62 k 840 ib)
L81 m3 (2.41 CY)
68 k 055 ib)
2.01 (2.68 CY)
74 k (170 b)
2.21 m (2.95 CY)
975 mm (39")
1485 mm (59') 1875 wn (75'1
---
---
66 kg 050 b)
1.7113
(2.28 CY)
74 k 070 b)
3.92 m3 (2.56 CY)
80 kg 085 (b)
2J3 m3 (2.84 CY)
88 kg (200 b)
2,33 m3 (3.12 CY)
Ni50 on (42'9 )560 mm (671 2025 mm (81"1
--
68 k 4145 lb)
LBS m3
(2.42 CY)
76 kg 075 lb)
2.07 m3 (2.76 CY)
84 k (190 b)
228 m3 (3.05 CY)
92 kg (210 b)
2.50 m (3.34 CY)
1125 mm 145"1
1635 mm (65") 2A5 mm BT'3
_ ---
- -
78 kg 080 b)
222 m3 42.97 CY)
88 k (200 b)
2.45 (3.27 CY)
94 k 1215 bl
2.67 m (3.57 CY)
4200 mm (48") 1710
84 k (190 b)
2.34 m3 (3.13 CY)
94 k (216 b)
_
2.57 m3 (3.44 CY)
OO k (230 ®
2.81 m (3.75 CY)-
1275 mm t5Y'I
;785 mm (719 2400 mm (46'9
-
--
--1
---
96 kg (220 Ib)
2.75 m (3.67 CY)
102 kg 1235 bl
2.48 m 13.99 CY)
1350 mm (54-111860 mm (74") 2550 mm a02"1
-
--
--
---
---
102 k (235 Ib)
2.92 (3.91 CY)
Ito kg 1250 Ibl
3.17 m3 (424 CY)
0-
"L" HEADWALLS I Z
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATKIN
CIRCULAR PIPE CULVERT HEADWALLS
PIPE HEADWALLS Q
Thew "Standard Pions for Construction of Locd Streets and Roads" contain units in two
systems of meosurement: International System of Units (SI or "m•tric'9 and ilrated States
Standard Measures shown in the parentheses ().The measurements expressed In the
two systems are not necessge I eq(td or interchorW*n. See the Forerord at fl,• �
beglnninq of this publlcailon.
NO SCALE p e 9 0
THIS STANDARD PLAN D89 INCLUDES CNANGES THAT WERE INCORPORATED IN REVISED STANDARD PLAN RSP 089, DATED OCTOBER 26, 2000, AID ISSUED AS A PART OF ERRATUM N0. 99-1 FOR THE 1999 METRIC STANDARD PLANS. N
TGADEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA o0
PLANNING AND CIVIL ENGINEERING STORM DRAIN IMPROVEMENT PLANS coo
DRAWN BY ��
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 STORM RAIN DETAILS o
(909) 581-7212 PHONE (909) 581-7217 FAX JAJ AS SHOWN
DESIGNED BY: DATE' Z
JAJ APR 2006
DS - 07-O,G CHECKED BY. VED Y ~
DRAWING NO.: 4 U
MANUEL DE JESUS GONIA ES, RCE 65195 (EXP. 9-30-07) DATE MJG ENGINEER .C.E. 51 2 ^Z DATE 4043 4
rl
ZI
Q
I
Qi
p�
Z
W
ml
�
LLJ0
0-
"L" HEADWALLS I Z
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATKIN
CIRCULAR PIPE CULVERT HEADWALLS
PIPE HEADWALLS Q
Thew "Standard Pions for Construction of Locd Streets and Roads" contain units in two
systems of meosurement: International System of Units (SI or "m•tric'9 and ilrated States
Standard Measures shown in the parentheses ().The measurements expressed In the
two systems are not necessge I eq(td or interchorW*n. See the Forerord at fl,• �
beglnninq of this publlcailon.
NO SCALE p e 9 0
THIS STANDARD PLAN D89 INCLUDES CNANGES THAT WERE INCORPORATED IN REVISED STANDARD PLAN RSP 089, DATED OCTOBER 26, 2000, AID ISSUED AS A PART OF ERRATUM N0. 99-1 FOR THE 1999 METRIC STANDARD PLANS. N
TGADEVELOPMENT & ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA o0
PLANNING AND CIVIL ENGINEERING STORM DRAIN IMPROVEMENT PLANS coo
DRAWN BY ��
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 STORM RAIN DETAILS o
(909) 581-7212 PHONE (909) 581-7217 FAX JAJ AS SHOWN
DESIGNED BY: DATE' Z
JAJ APR 2006
DS - 07-O,G CHECKED BY. VED Y ~
DRAWING NO.: 4 U
MANUEL DE JESUS GONIA ES, RCE 65195 (EXP. 9-30-07) DATE MJG ENGINEER .C.E. 51 2 ^Z DATE 4043 4