HomeMy WebLinkAbout1513-2BACKFILL UNLESS OTHERWISK
SPECIFIED
UNDISTURBED EARTH---�
12 O.D. MIN. I41' MIN.
BEDDING A
O.Q M I
12 MIN.
ORANGE COUNTY ENVIRONMENTAL �NANCYNT GESTD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEiiAQNT AGENCY STD. PLAN
Approved r Approved .- / :... , . • j ; a. `-,"
C. R. �/tally Olredor o1 P0110 Worts 1319 C R. /ion, Director o/ ASD/ic Works Adopted: Res. 77-92. Revised: Res. 78'791 Adopted Res. 77-92. Revised: 1319
BEDDING DETAIL SHELLLL�ET I of 2 EDDING DETAIL SHEET 2 OF 2
BEDDING DETAIL (TYPICAL,,).
N.T. S.
(-OR USE CITY OF FONTANA STD DETAIL 131)
(1 ;..I" b4 a 9,r d'4 a 12"t 12"F -
I I D
IfnIN I �
I( 1 �4 IA" 2" Clear 4 I N
Ar - _ I------; ------------- i A
I
04 e 5 1 'Var.
1 I
Optional Joint j
I I
Scoring h
• � I I
Protection Bar (See Note 6,
Std. Plan 1306) 1
I Curb
v
I --- 1
I I I __31-C"��
4"RI
X464
I Outlet i t p 4!'R.
Flow SECTION D -D
1J Curb Support (See Curb Support •
8 Details and Note 4, Std. Plan 1306)
PLAN * Whp outlet pipe is constructed within roadwny a minimum of
30 (County ord Na 63.0322,1961)or the roadway structural
section thickness plus 6, whichever Is greater, shall be
maintained between tete top �f pp�eand thj [ojdway surface.
Alhambra Foundry A-1531-a,Apex Steel Corporation X1108 or aqua mitt approv oc Ing
devices. Shipping weight (tram• ft Cover) --130 lbs.
See STD. PLAN 312-0 See curb Opening detail.
L
1,k
Y
T 3'-611 r Varies 6
S 11 _T 22"--4
Keyed Const.
l Joint HB
/o r- : I ,
I Inlet 1 ,, i . •.< '`'f I
1 .* ... �.:. T
i0utlat
;..�...• ..,r :. 1" 0 Weepholes -•.:1::.;. at'
i; � •>rr.�=;4.�;,�s;>i>=;..'s
wellSiNs and back °�:.;t���• + 'y -
e
---�
T-� T•---3 -0 ---j
SECTION A -A SECTION 8-8
2-2" 0INeepholes
H
T
NMS : 4
6-o"
or less
611
1. Bedding A shall be composed of sand, No. 3 or No. 4 crushed rock or
4W W
W-0" to
20'-d'
gravel per Standard Specifications or other granular material-&@ may
141 4.24'
211 4.94'
be specified or approved by the Engineer,
06- 1 1.4 1
Pip• -�
2. Bedding B shall be cotirposed of sand or other granular material as may
OPTIONAL TRENCH SIDE SLOPE FOR
II
be specified or approved by the Engineer and shall conform to Section
DEEP TRENCHES OR UNSTABLE SOIL
SHEET 1 OF
II
306-1.2.1 of the Standard Specifications.
Pipe 111
• . :
3. Bedding B shall be compacted to a relative compaction of not less than
CATCH
BASIN
90 percent unless otherwise specified.
° Min.
OPEN//�1/G
4. Bedding B shall he placed in two or more lifts for O.D. greater than
BEDDING B
di
60 inches.
SECTION 88- - �
18
5. Backfill @hall be per Section 306-1.3 of the Standard Specifications.
SPRINGLINE
13
14
OPTIONAL EXCAVATION LINE
15
6. Where the cover is R feet or less, "W" must be greater than or equal
Is
I@
one-half the inside dlemstor of the main storm. drain. _
to 6 inches. Where the cover is greater than 8 feet, "W"'must be
I/4 O.D.-SLURRY(Il SACKS PC./C.Y.)
l.M+inwm Ii socks
between 6 and 10 inches inclusive for pipes up to and including 96
inches in diameter. For
OPTION OF CONTRkCTOR
s• Center line of side Inlet shall be on radius of main storm drain
pipes over 96 inches in diameter,"',-?" must
except where Elevation S Is shown on project drawings.
w ••
be between 6 and 12 inches inelulsive.
112 O.D. 4"MIN
of the inlet pipe pin 1" ntinkft m or 3' maximum.
7. "W" shall include the thickness of any shoring.
SHAPE BEDDING AS SHOWN TO SUPPORT
78"
S. Shoring shall be a minimum of 6 inches from the pipe at soringline.
R. C. P. ( SEE NOTE 10)
9 1/4"
1315
12 I/2"
Adopted% Res. 77.92. Revised, Res. 78-791 , 82.718
9. An improved bedding method shall be submitted to the F.nr,ineer for any
L -r►
JUNCTION STRUCTURE- TYPE M
"W" other than that permitted in note 6.
1 OF I
96"
10. The trench bottom shall be shaned as shown, or the contractor, at his
66"
101/2"
option may choose not to screed bedding "A" in which case, the pipe
15 1/2"
69"
shall be backfilldd to a depth of 1/4 O.D. with trend ba,:;`_li slurry
106"
1611
at his expense.
ORANGE COUNTY ENVIRONMENTAL �NANCYNT GESTD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEiiAQNT AGENCY STD. PLAN
Approved r Approved .- / :... , . • j ; a. `-,"
C. R. �/tally Olredor o1 P0110 Worts 1319 C R. /ion, Director o/ ASD/ic Works Adopted: Res. 77-92. Revised: Res. 78'791 Adopted Res. 77-92. Revised: 1319
BEDDING DETAIL SHELLLL�ET I of 2 EDDING DETAIL SHEET 2 OF 2
BEDDING DETAIL (TYPICAL,,).
N.T. S.
(-OR USE CITY OF FONTANA STD DETAIL 131)
(1 ;..I" b4 a 9,r d'4 a 12"t 12"F -
I I D
IfnIN I �
I( 1 �4 IA" 2" Clear 4 I N
Ar - _ I------; ------------- i A
I
04 e 5 1 'Var.
1 I
Optional Joint j
I I
Scoring h
• � I I
Protection Bar (See Note 6,
Std. Plan 1306) 1
I Curb
v
I --- 1
I I I __31-C"��
4"RI
X464
I Outlet i t p 4!'R.
Flow SECTION D -D
1J Curb Support (See Curb Support •
8 Details and Note 4, Std. Plan 1306)
PLAN * Whp outlet pipe is constructed within roadwny a minimum of
30 (County ord Na 63.0322,1961)or the roadway structural
section thickness plus 6, whichever Is greater, shall be
maintained between tete top �f pp�eand thj [ojdway surface.
Alhambra Foundry A-1531-a,Apex Steel Corporation X1108 or aqua mitt approv oc Ing
devices. Shipping weight (tram• ft Cover) --130 lbs.
See STD. PLAN 312-0 See curb Opening detail.
L
1,k
Y
T 3'-611 r Varies 6
S 11 _T 22"--4
Keyed Const.
l Joint HB
/o r- : I ,
I Inlet 1 ,, i . •.< '`'f I
1 .* ... �.:. T
i0utlat
;..�...• ..,r :. 1" 0 Weepholes -•.:1::.;. at'
i; � •>rr.�=;4.�;,�s;>i>=;..'s
wellSiNs and back °�:.;t���• + 'y -
e
---�
T-� T•---3 -0 ---j
SECTION A -A SECTION 8-8
2-2" 0INeepholes
H
T
L min. H
6-o"
or less
611
71
101 3.84'
W-0" to
20'-d'
8"
141 4.24'
211 4.94'
NOTES.
I. Standard opening Iengths,1/L, are 7',10', 141, and 21:
Other lengths may be used.
2 All reinforcing is E4 0 1211 O.C. unless otherwise
specified.
3. Curb opening shall conform to curb alignment.
4. See Std Plans 1306 and 1307 for details and notes.
it See Std Plan 1308 for Local Depression details.
N. T. S.
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD -9 SUITE 201
TUSTINt CA 92680
PLAN
CASE I
(fteintoic" aaserste
or C^w
° I CJs. Soo ISOt• 6
�1 I
Rodin
t
ead" of
I
INN pip
r
Backfll we
nosh 7. 1� ,
pipe bedding
LUndhhrbed eertk_
SECTION A -A
ENVIRONMENTAL M
NA NT ENCY
quit lr space
STD. PLAN
ORANGE COUNTY
-Reinforced concrete
\a
Approved
C. R. Ns/ion, Director of Alb/ec lament's
° +
°
1 3 0 2
oro.
Adopted, Res. 77-92. Revisedi Res. 78-791 -, 62-716;
06- 1 1.4 1
Pip• -�
ti!'
J NLET TYPE
II
together and insert the tube in the pipe. of pipe
DETAIL A
SHEET 1 OF
II
encasement
Pipe 111
• . :
3.Rooky�?-'
CATCH
BASIN
DETA I L
° Min.
OPEN//�1/G
See Note 54.
18
di
1.01'
SECTION 88- - �
18
CASE 2
NOTES
1.01'
13
14
2. Angle A shall be shown on piano and shill be between 49• and 90! and D shelf be 24" or lett.
1
15
N. T. S.
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD -9 SUITE 201
TUSTINt CA 92680
PLAN
CASE I
(fteintoic" aaserste
or C^w
° I CJs. Soo ISOt• 6
�1 I
Rodin
t
ead" of
I
INN pip
r
Backfll we
nosh 7. 1� ,
pipe bedding
LUndhhrbed eertk_
SECTION A -A
JUN
3:
1, aedd A @hall be composed of sand. No. 3 or No. 4 crushed rock or
gravel pe tanderi Specifications or other granular •atertal•as may
be specified approved by the Engineer.
2. Bedding B shall be co ed of @and or other granular notarial as may
be specified or &p roved he Engineer and @hall conform to Section
3-6-1.2.1 of the 1tandard Spec CAtione.
3. Bedding B shall be com)actsd to a Tela compaction of not lose than
90 percent unless othervi@e specified.
4, Belding B shall he placed in two or more lifts for greater than
60 inches.
5. Where the cover is R feet or less, "W" must be greater than or 1
to 6 inches, Where the cover is greater than 8 feet, '"r1" must
between 6 and 10 inch*# inclusive for pipes up to and incl 96
inches in diameter. For pipes over 96 inch*@ in diose 'V' mug
be between 6 and 12 inches inelusiv*.
6. "V" shall include the thickness of any s 9.
7, Shoring •hall be a ninimns of 6 to from the pipe at soringline.
S. An improved beddii.)i, me shall be submitted to the enr•.ineer for anv
"W" other than the rsltt*d in note 6.
The trenc ttom shall be shaned as shown, or the contractor, at his
opt. v choose not to •creed bedding "A" in which case, the pipe
1 be backfilldd to a depth of 1/4 O.D. with trench backfill slurry
at his expense.
N STRUCTURE N0.4
T. S ��
N.
//4 - TH/CX STEEL PIAT£
PROV/OC .PLOT FOR ANeAlOR
80L TS / PT/JL fOR SUPPo/rT
80L TS.
-0e"71iGr M'ELLFD
57EEL n.l TE
%a " HO /N STEEL PLAlE
01./. NEL
SON STUD
C//O.PS �FUL L N'EL OJ
40
r1
u
�
J
s
quit lr space
v
�sh^�
-Reinforced concrete
\a
_'----.----
(2'
° +
°
Backfip
��
oro.
��` ••• ,��
. Wet structure
Pip• -�
ti!'
• ' -
Concrete
together and insert the tube in the pipe. of pipe
DETAIL A
6
encasement
Pipe 111
• . :
3.Rooky�?-'
TABLE
6'm_ti_ /-Cut No.I
•
° Min.
OPEN//�1/G
See Note 54.
18
di
1.01'
SECTION 88- - �
18
CASE 2
NOTES
1.01'
1. All corrugated wMal pipe and fittings shell be gaeronised.
is
2. Angle A shall be shown on piano and shill be between 49• and 90! and D shelf be 24" or lett.
1
1.09'
A M no Casa owl the outside diameter of the side inlet pipe exceed
Is
I@
one-half the inside dlemstor of the main storm. drain. _
1.05'
I.01
4. If Angle B Is 45 degrees or less, use Case L H Angl•'S Is 7 Backfill with Murry eant•ktktg
l.M+inwm Ii socks
greater than 45 degrees, use Coss 2. P.C./c.Y.
48
s• Center line of side Inlet shall be on radius of main storm drain
69"
except where Elevation S Is shown on project drawings.
w ••
a The apanI I into the main storm droln shelf be the outside dlesteter
7211
of the inlet pipe pin 1" ntinkft m or 3' maximum.
1 5411
ORANGE COUNTY ENVIRONMENTAL N MrNT AGENCY
78"
STD. PLAN
Approved
C R. ap, D/nClor of P1rbuFe warns
9 1/4"
1315
12 I/2"
Adopted% Res. 77.92. Revised, Res. 78-791 , 82.718
f-
L -r►
JUNCTION STRUCTURE- TYPE M
/SHM
1 OF I
JUN
3:
1, aedd A @hall be composed of sand. No. 3 or No. 4 crushed rock or
gravel pe tanderi Specifications or other granular •atertal•as may
be specified approved by the Engineer.
2. Bedding B shall be co ed of @and or other granular notarial as may
be specified or &p roved he Engineer and @hall conform to Section
3-6-1.2.1 of the 1tandard Spec CAtione.
3. Bedding B shall be com)actsd to a Tela compaction of not lose than
90 percent unless othervi@e specified.
4, Belding B shall he placed in two or more lifts for greater than
60 inches.
5. Where the cover is R feet or less, "W" must be greater than or 1
to 6 inches, Where the cover is greater than 8 feet, '"r1" must
between 6 and 10 inch*# inclusive for pipes up to and incl 96
inches in diameter. For pipes over 96 inch*@ in diose 'V' mug
be between 6 and 12 inches inelusiv*.
6. "V" shall include the thickness of any s 9.
7, Shoring •hall be a ninimns of 6 to from the pipe at soringline.
S. An improved beddii.)i, me shall be submitted to the enr•.ineer for anv
"W" other than the rsltt*d in note 6.
The trenc ttom shall be shaned as shown, or the contractor, at his
opt. v choose not to •creed bedding "A" in which case, the pipe
1 be backfilldd to a depth of 1/4 O.D. with trench backfill slurry
at his expense.
N STRUCTURE N0.4
T. S ��
N.
//4 - TH/CX STEEL PIAT£
PROV/OC .PLOT FOR ANeAlOR
80L TS / PT/JL fOR SUPPo/rT
80L TS.
-0e"71iGr M'ELLFD
57EEL n.l TE
%a " HO /N STEEL PLAlE
01./. NEL
SON STUD
C//O.PS �FUL L N'EL OJ
40
r1
u
Cut No. 2 _ �/ `--- -f
line7"=A'
d' off'
90'
� _,_,Cut No. 2
-= -L lint
Cut Na 2---'
3.14 (IX -
DETAIL B
(Sono -Tube, or equal, interior form)
02 L TPERMITTED
(inches) (inches) (inches) DEFLECTION d
�
J
s
quit lr space
v
r�
11
12
4
CUT No. 1: Saw the tube at an angle of "A/2" with the traverse plane. Reverse
"A:1.
18
one section and tape both sections together, forming the deflection angle
/
1.40'
Pip• -�
/�vL L rvEL o)
•xrr.miti•. -+ I --Annular
wide on the side opposite the open Joint. Bend the ends of the cut Interior surface-- 'pace
together and insert the tube in the pipe. of pipe
DETAIL A
6
TYPICAL JOINT FOR
al/PgirPT GfCiCT
• . :
7
TABLE
6'm_ti_ /-Cut No.I
12
C!/RB
OPEN//�1/G
DETA/L
18
.VO JLALE
1.01'
Cut No. 2 _ �/ `--- -f
line7"=A'
d' off'
90'
� _,_,Cut No. 2
-= -L lint
Cut Na 2---'
3.14 (IX -
DETAIL B
(Sono -Tube, or equal, interior form)
02 L TPERMITTED
(inches) (inches) (inches) DEFLECTION d
I-+-Normol joint
.�
12'
quit lr space
-04 at
PLAN
r�
11
12
4
CUT No. 1: Saw the tube at an angle of "A/2" with the traverse plane. Reverse
"A:1.
18
one section and tape both sections together, forming the deflection angle
/
1.40'
Pip• -�
CUT No. 2: Saw the tube longitudinally, removing a strip 3.14(Do- IN) inches
•xrr.miti•. -+ I --Annular
wide on the side opposite the open Joint. Bend the ends of the cut Interior surface-- 'pace
together and insert the tube in the pipe. of pipe
DETAIL A
6
TYPICAL JOINT FOR
27
REINFORCED CONCRETE PIPE
7
TABLE
6'm_ti_ /-Cut No.I
12
Cut No. 2 _ �/ `--- -f
line7"=A'
d' off'
90'
� _,_,Cut No. 2
-= -L lint
Cut Na 2---'
3.14 (IX -
DETAIL B
(Sono -Tube, or equal, interior form)
02 L TPERMITTED
(inches) (inches) (inches) DEFLECTION d
12
12
4
2.14
15
12
4
1.55
18
12
S
1.40'
21
12
5
1.29'
24
12
6
1.20'
27
12
7
1.13'
30
12
7
I.O7'
33
18
8
1.01'
36
18
9
1.01'
39
is
9
1.09'
42
4S
Is
I@
9
10
1.05'
I.01
ORANGE COUNTY ENVIRONMENTAL MA)OGET A ENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL A ENT GENCY STD. PLAN
Approved Approved
Works R.
CR
. . NEL N ECTOR Of PUBL /C WORKS 1317
C. /so», D/rec/or of Pvb//c sts 1317
Adopted: Res. 77-92. Revised: Adopted, Res. 77-92. Revised:
REINFORCED CONCRETE COLLAR sHEET I of 2 REINFORCED CONCRETE COLLAR- NOTES
SHEET 2 OF 2
REINFORCED CONCRETE COLLAR
n
Pip sea 1
LONGITUDINAL SECTION
street tirade Manhole traleo \ Cover
Ceaorefefine aad redress
M ` Min.!'-IOC.t_"witkpavo/alro0to
llAround , Yls 3-e7wit11 sapewed wrests
selveelsed
site! sl• •
'0'ber•
r- -•�.., 1. .,. 464 to
V
1, to be
t V i I V M r4,m,/'-V _ or ov0r
3-!'4 d -bore, 4'-erlosg,3"0.C.
Confieve additional bare a"O.C./Optional fillet
1• iselde 0490 of manhole �� 4ngte
1Or
s`ac.
ata.
4 Ybve - 1
3 ' ber
Nc.
s
Tie b• �•
r o0,4o Sfo
u
0'here
s O.C.C A \ bort 10
b• N l R+I.D. of Spurt
milk a Mea. of 34
SIF D= --+�r r -
PLAN
sheft Not 3110;.
Tie bare T 'F'bare
T s * T
SECTION G•G
-45" ' b ivorlo0le
Budd up dock of no.1104 •+:
N •T• S.
Manhole hams and Cover
I. A concrete collar is required whenever 0, is unequal to D2 or the permitted deflection of a Pipe joint is
Street grade
�1-o
exceeded; that Is, when angle 'A"is greater than the permitted deflection angle. (see Table).
to Provide level pip* Deaf
SEAT FOR SHAFT WHEN
2. Concrete collars shall not be Constructed on main line storm drains unless shown on the plans or ordered
per Std. Plan 630--7-OC
by the Engineer.
18"
3. Reinforcing shall be used where the pipe diameter is greater than 21 Inches and on all pipes where the Pull
39
between the extremities ( see DETAIL A) is 2'/t inches or target.
2111
4. CIRCULAR TIES- PIPE DIAMETER SPACE BETWEEN NO. OF
PIPE EXTREMITIES CIRCULAR TIES
421
21 or less 2 3
24"
24 to 30 2 or less 3
4511
33 to 57 2!Jor less 4
27"
60 to 66' s 3
48
Where the space between the pipe extremities exceeds 2)4 inches, the number of circular ties shall be increased
301,
to maintain a maximum spacing of 6 inches center to center. Circular ties shall have a diameter 5 Inches
51
greater than the outside diameter of the larger pipe.
paved stnMs
H ba
5. For pipe larger than 66 inches in diameter o special Collar detail shall be delineated on the project plana.
541,
S. Whore the pipe is 21 inches or less in diameter, an interior form of unsealed Sono -Tube, or equal (see DETAIL B),
361,
shall be used to provide a smooth interior joint. The paper form may be left in place. When the pipe is 24
57"
inches or larger a removable interior form shall be used or the interior joint shall be completely filled with
1'4' for poved streets
mortar and neatly pointed.
, .+ _
7. Whore pipes of different diameters are joined with a concrete collar. L shall be that of the larger pipe and
42"
the external diameter of the collar shall be equal to the outside diameter of larger pipe plus 2T for the larger
6311
pipe. A concrete collar shall not be constructed connecting a lager diameter pipe upstream to o smaller dia-
45"
meter pipe downstream unless shown on the improvement plans or ordered by the Engineer.
VaiobM
S. The volae for angle "A" shall be shown on the improvement plans.
48
9. Where the slope of the upstream pipe is greater than the slope of the downstream pipe, join soffits. Where the
69"
slope of the upstream pipe Is less than the slope of the downstream pipe, join inverts.
w ••
10. Beveled pipe may be used in lieu of o concrete collar if approved by the Engineer.
7211
it. For pipe site not listed in the TABLE, use values of L,T, 8"A"for the next larger site listed.
ORANGE COUNTY ENVIRONMENTAL MA)OGET A ENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL A ENT GENCY STD. PLAN
Approved Approved
Works R.
CR
. . NEL N ECTOR Of PUBL /C WORKS 1317
C. /so», D/rec/or of Pvb//c sts 1317
Adopted: Res. 77-92. Revised: Adopted, Res. 77-92. Revised:
REINFORCED CONCRETE COLLAR sHEET I of 2 REINFORCED CONCRETE COLLAR- NOTES
SHEET 2 OF 2
REINFORCED CONCRETE COLLAR
n
Pip sea 1
LONGITUDINAL SECTION
street tirade Manhole traleo \ Cover
Ceaorefefine aad redress
M ` Min.!'-IOC.t_"witkpavo/alro0to
llAround , Yls 3-e7wit11 sapewed wrests
selveelsed
site! sl• •
'0'ber•
r- -•�.., 1. .,. 464 to
V
1, to be
t V i I V M r4,m,/'-V _ or ov0r
3-!'4 d -bore, 4'-erlosg,3"0.C.
Confieve additional bare a"O.C./Optional fillet
1• iselde 0490 of manhole �� 4ngte
1Or
s`ac.
ata.
4 Ybve - 1
3 ' ber
Nc.
s
Tie b• �•
r o0,4o Sfo
u
0'here
s O.C.C A \ bort 10
b• N l R+I.D. of Spurt
milk a Mea. of 34
SIF D= --+�r r -
PLAN
sheft Not 3110;.
Tie bare T 'F'bare
T s * T
SECTION G•G
-45" ' b ivorlo0le
Budd up dock of no.1104 •+:
N •T• S.
Manhole hams and Cover
b"
Street grade
�1-o
F
to Provide level pip* Deaf
SEAT FOR SHAFT WHEN
T
per Std. Plan 630--7-OC
811
18"
41/2"
39
TOP Is NOT LIVE L
2111
thru 633 -0 -OC
421
811
24"
51/4"
4511
81'
27"
Omit this step
in
48
H bar
301,
6"
51
81/2"
paved stnMs
H ba
6 (/4"
541,
9„
361,
6 1/2"
57"
9 1/4"
1'4' for poved streets
71,
, .+ _
9 1/2"
42"
7 1/2
6311
for unped streets
av
45"
F-
VaiobM
10 1/4"
48
8r
69"
10 3/4"
w ••
8 1/2"
7211
II"1
1 5411
9"
78"
11 3/4'
1 57"
9 1/4"
84"
12 I/2"
60"
f-
L -r►
�-0 bars
6311
10"
96"
14"
66"
101/2"
T
15 1/2"
69"
10 3/4'
106"
1611
- Round edpes '•
111'
11411
161/2"
TABLE OF BAR SIZES
AROto
II 3/4'
12011
17
8411
V r=
126"
17'1
901'
PROJECTED ON
1321'
171/2
96i1
14"
13811
17 1/2"
102"
151/2"
a \4409tto Der F lore
18"
1081'
161'
114"
16 1/2"
e4
_ 4w lr
1201
17"
126"
17"
132
171/2"
13811
17 I/2"
14411
le"
Reinforce floor for pipes
i9 For structure without manhole.
greater than 60" diameter
Revise 0= or B to read 12'- 39
DE TAIL M
TE:'A A 9" bars not shown for Clarity.
ORANGE COUNTY
ENVIRONMENTALA
N
ENCY
STD. PLAN
Approved
C. A N son,
Ifid
Di ec or of PUAlc flydvlti
'
Adopted: An. 77-92.
Revjsadt 92-718-1 Sill- 114 1
JUNCTION
STRUCTURE TYPE --M
T I OF 3
cvRB 01,0Z-N1NG AfT & /VOTES
rEEL p.POTECT/O/V BAP 9• S"ZZ BE
¢ E OEO 4 " 1J7- E 6'Al ENO
2. SIJPPO.P Ir-5Sh��JL L �E UN/iOPi%'/L Y ELS BIJT NOT /_0E i CEEO 7 ' O EN7E-,P.
3. S C/PPO.P r BOLT
71PP/POliEO F_ QU•4L .
a STEEL PLA1� StiAL E ,4L f�P4=OUNO,PY .4 39/: O P
aw,Po vE o EQ
5.-?�'OlEC ri0 A.P sH�L L BE A4�B�P �vORy A-
z %S6 S USED
W/T f,/,4iYlB.PA 1577 ENO 1Ji)/f1/O.PS 4Pf'.POl�EO EQUAL
REVISIONS:
J0. .�
DATEIENG•AP
JUNCTION
NOTES
1. VALUES for A,B,C,D D2, Elevation R and Elevation S are
shown on plan. Table of values for F and T hereon.
2. LATERALS. If laterals enter both sides of junct. str.,
access shaft shall be located on side receiving the
smaller lateral.
3. CENTER OF hANHOLE SHAFT shall be located over center
line of Storm Drain when DI is 48" or less. In this
case place 4-E bars symmetrically around shaft 45°
with center line.
4. LENGT:i of junction structure may be increased at
option to meet pipe ends, but any change in location
of spur must be approved by the Engineer.
5. DETAIL. M. When depth of manhole from street to top of
junction structure is less than. 2'-10`4" for paved
streets or 3'-6" for unpaved streets, construct
monalithic shaft per Detail M. Construction of shaft
as per Detail M for any depth of manhole is optional.
When UI is 48" or less, center of shaft shall be
located as per Note 3.
6. REINFORCING STEEL. Straight bars, 1`Y" clear of face of
concrete unless shown otherwise. Tie bars shall be #4
spaced 18" on centers or closer. Steel schedule
detailed on plan.
7. EMBEDMENT 'P' shall be 5" for D296" or less and 8"
for D2 over 96".
8. STEPS shall be 3/4" round galvanized steel and anchored
not less than 6" in the walls of the structure and
shall project a minimum of 4 inches from point of
embedment. Unless otherwise shown, the spacing shall
be 16" or 17" on center. The lowest step shall not
be more than 2 feet above the invert.
9. RINGS, REDUCER, AND PIPE for access shaft shall be
seated in 1:2 mix mortar and neatly painted or wiped
inside shaft.
10. FLOOR of junction structure shall be steel troweled
to spring line.
11. BOW of junction structure, including spur, shall be
constructed in one continuous operation, except that a
construction joint at the spring line, with longitudina
keywav, is permitted.
ORANGE COUNTY ENVIRONMENTAL M NAGE ENT AGENCY STD PLAN
APPROVED fL ' ��
R. Nelson Directof Public Works
Adoptee t Re.. 62-718 Director
2
JUNCTION STRUCTURE -TYPE III ISHEET 2 OF 3
STRUCTURE
N. T° S.
IQ No. 418.17
ce. P�9
Civil..,*
OF CAL1V®A%
APPROVED BY:
THOMAS E. BRAUN
EGISTERED CIV ENGINEER NO. 41817
DATE. REGISTRATION EXPIRES 3/31/91
APPROVED BY: SCALE:
DATE:
1-6 1/4 See note 5)
1/4
�� �� �� ( /-See Stiffener p a n Di RISER C.S.P.
3/4 Hole, H.D., Detail hereon 1 2 DIAMETER GAUGE
equally
Center of spaced.
edto 34 - 3 4• 3 18' to 27' 16
be I" from O.D. - 9 65. 22 30' to 39' 14
of plate � ' 145. 2
DL
4"- 7" • 4 42' to 48' 12
60 - 63 11.5. 31
66 10.5• ' , 51' to 66' 10
•
M ♦ .s"
TOP PLATEw ; RI\aD.
d
e
See detail for +eA6 " "
Locking Device aF�; I�Z■ Typ) n places WI
Elavr A Groding at lip, - �/_" std. Pipe or mild steel bar Aunless afherwhse
'♦fl shown on plan. i "" w i •
� {)I I/4 x 2 wide I f r4'il /j x /s'
>
C.S.P. O.D. v1 �� Mlle
I • i � I l'4
I in
UJI
i --1/L St••I plate
plooll
I '
DETAIL- PLATE STIFFENER
3/4' Hole to
i match top plate
Std. poly. Corin- BOTTOM VIEW
�
action band.
CAGE RETAINER RING
rmin. min. --Cone. collar
_R.0 P. C.S.P.-, . o i. J a -R.C.P. •o E\
-- --- /
-T-
S"
TSlope to drain -4- ` - • � T-t�-;i ) � all o .�:. 50,5 8 n
i �=•�. �1 • f s. t -LE
I
_T
:L - °� • _ - �1746-min i1 -- -L ALTERNATE JUNCTION
i i -'Ory pock
Conc. slab/ 1 7/8" ,
E L E VAT I ON2 1/2"x 2 I/2 "x 5/8 Teflon tape-
Steel bar(typ.)--- a,
I. R•Eppipe shall extend ro'Elev. A'. Scarf and weld2.
3. Cor rugal d vation 1st•lel pip• shall conform oshown
AASHOns.
M-36. 5/8 " x 5/8 " Spacer -
4. Grate assembly shall be golvanitol after fabrication.
5. For Or 54" and larger, weld I'ft"x I Y1 x 1/4" ongMs to Plate with I"w" at 6"o.e. I/2"Allen bolt
6, n- number of ban on grole assembly.
.�or dim bete N albe d�NNsRlser ""I bshop hbricatedand gaeNrafter wMdbig
HOLD-DOWN
ORANGE COUNTY ENVIRONMENTAL M GE T AGE CY STD PLAN
Approved
G
R#0/401, D clam of Public//c worsts
Adopted. Res. 77-92. Revisedt 11305
INLET TYPE V ET I OF I
CS.P., RISER INLET
N•T.S. 1 6
N 0. 3
10
CITY OF FONTANAr CALIFORNIA
PUBLIC WORKS DEPARTMENT
THEDRAWN BY: STORM DRAIN PLANS DATE :
h.7lKlrleerirl/t
�r,,.r,r •.lnhlte<hrre
• � •ifl�■1 • /andxope
D. P
AnGilralrrrr
• /,tiler \Inn PI'Irl
COMPANIES >< DESIGNED BY : TRACT # 13325- 2 2
200 Baker Street. Costa Mesa, CA 92626 (714) 540-0800 -1' B.
BENCH MARK: CHECK BY,.' DETAILED SHEET OF 6 SHEETS
City of Fontene Benchmark No -378 E C. P.
Circuit No -67-5.30d Nell In P.P. FILE NO.
(no:) SW Cor -Beech 6 Foothill APPROVED: DATE OCT is 1987 E I • v -1267.84 Dote 9/67 W.O. CITY ENGINEER 0 C.E 16932 1511.
TABLE OF VALUES
FOR F'AND T
D2
F
8
T
361
811
18"
41/2"
39
13
2111
511
421
811
24"
51/4"
4511
81'
27"
51/2"
48
8"
301,
6"
51
81/2"
3311
6 (/4"
541,
9„
361,
6 1/2"
57"
9 1/4"
391'
71,
6011
9 1/2"
42"
7 1/2
6311
toll
45"
7 3/41'
6611
10 1/4"
48
8r
69"
10 3/4"
5111
8 1/2"
7211
II"1
1 5411
9"
78"
11 3/4'
1 57"
9 1/4"
84"
12 I/2"
60"
9 1/2"
90"
131/4'
6311
10"
96"
14"
66"
101/2"
102"
15 1/2"
69"
10 3/4'
106"
1611
72"
111'
11411
161/2"
7811
II 3/4'
12011
17
8411
12 1/2
126"
17'1
901'
13 1/4"
1321'
171/2
96i1
14"
13811
17 1/2"
102"
151/2"
14 411
18"
1081'
161'
114"
16 1/2"
1201
17"
126"
17"
132
171/2"
13811
17 I/2"
14411
le"
NOTES
1. VALUES for A,B,C,D D2, Elevation R and Elevation S are
shown on plan. Table of values for F and T hereon.
2. LATERALS. If laterals enter both sides of junct. str.,
access shaft shall be located on side receiving the
smaller lateral.
3. CENTER OF hANHOLE SHAFT shall be located over center
line of Storm Drain when DI is 48" or less. In this
case place 4-E bars symmetrically around shaft 45°
with center line.
4. LENGT:i of junction structure may be increased at
option to meet pipe ends, but any change in location
of spur must be approved by the Engineer.
5. DETAIL. M. When depth of manhole from street to top of
junction structure is less than. 2'-10`4" for paved
streets or 3'-6" for unpaved streets, construct
monalithic shaft per Detail M. Construction of shaft
as per Detail M for any depth of manhole is optional.
When UI is 48" or less, center of shaft shall be
located as per Note 3.
6. REINFORCING STEEL. Straight bars, 1`Y" clear of face of
concrete unless shown otherwise. Tie bars shall be #4
spaced 18" on centers or closer. Steel schedule
detailed on plan.
7. EMBEDMENT 'P' shall be 5" for D296" or less and 8"
for D2 over 96".
8. STEPS shall be 3/4" round galvanized steel and anchored
not less than 6" in the walls of the structure and
shall project a minimum of 4 inches from point of
embedment. Unless otherwise shown, the spacing shall
be 16" or 17" on center. The lowest step shall not
be more than 2 feet above the invert.
9. RINGS, REDUCER, AND PIPE for access shaft shall be
seated in 1:2 mix mortar and neatly painted or wiped
inside shaft.
10. FLOOR of junction structure shall be steel troweled
to spring line.
11. BOW of junction structure, including spur, shall be
constructed in one continuous operation, except that a
construction joint at the spring line, with longitudina
keywav, is permitted.
ORANGE COUNTY ENVIRONMENTAL M NAGE ENT AGENCY STD PLAN
APPROVED fL ' ��
R. Nelson Directof Public Works
Adoptee t Re.. 62-718 Director
2
JUNCTION STRUCTURE -TYPE III ISHEET 2 OF 3
STRUCTURE
N. T° S.
IQ No. 418.17
ce. P�9
Civil..,*
OF CAL1V®A%
APPROVED BY:
THOMAS E. BRAUN
EGISTERED CIV ENGINEER NO. 41817
DATE. REGISTRATION EXPIRES 3/31/91
APPROVED BY: SCALE:
DATE:
1-6 1/4 See note 5)
1/4
�� �� �� ( /-See Stiffener p a n Di RISER C.S.P.
3/4 Hole, H.D., Detail hereon 1 2 DIAMETER GAUGE
equally
Center of spaced.
edto 34 - 3 4• 3 18' to 27' 16
be I" from O.D. - 9 65. 22 30' to 39' 14
of plate � ' 145. 2
DL
4"- 7" • 4 42' to 48' 12
60 - 63 11.5. 31
66 10.5• ' , 51' to 66' 10
•
M ♦ .s"
TOP PLATEw ; RI\aD.
d
e
See detail for +eA6 " "
Locking Device aF�; I�Z■ Typ) n places WI
Elavr A Groding at lip, - �/_" std. Pipe or mild steel bar Aunless afherwhse
'♦fl shown on plan. i "" w i •
� {)I I/4 x 2 wide I f r4'il /j x /s'
>
C.S.P. O.D. v1 �� Mlle
I • i � I l'4
I in
UJI
i --1/L St••I plate
plooll
I '
DETAIL- PLATE STIFFENER
3/4' Hole to
i match top plate
Std. poly. Corin- BOTTOM VIEW
�
action band.
CAGE RETAINER RING
rmin. min. --Cone. collar
_R.0 P. C.S.P.-, . o i. J a -R.C.P. •o E\
-- --- /
-T-
S"
TSlope to drain -4- ` - • � T-t�-;i ) � all o .�:. 50,5 8 n
i �=•�. �1 • f s. t -LE
I
_T
:L - °� • _ - �1746-min i1 -- -L ALTERNATE JUNCTION
i i -'Ory pock
Conc. slab/ 1 7/8" ,
E L E VAT I ON2 1/2"x 2 I/2 "x 5/8 Teflon tape-
Steel bar(typ.)--- a,
I. R•Eppipe shall extend ro'Elev. A'. Scarf and weld2.
3. Cor rugal d vation 1st•lel pip• shall conform oshown
AASHOns.
M-36. 5/8 " x 5/8 " Spacer -
4. Grate assembly shall be golvanitol after fabrication.
5. For Or 54" and larger, weld I'ft"x I Y1 x 1/4" ongMs to Plate with I"w" at 6"o.e. I/2"Allen bolt
6, n- number of ban on grole assembly.
.�or dim bete N albe d�NNsRlser ""I bshop hbricatedand gaeNrafter wMdbig
HOLD-DOWN
ORANGE COUNTY ENVIRONMENTAL M GE T AGE CY STD PLAN
Approved
G
R#0/401, D clam of Public//c worsts
Adopted. Res. 77-92. Revisedt 11305
INLET TYPE V ET I OF I
CS.P., RISER INLET
N•T.S. 1 6
N 0. 3
10
CITY OF FONTANAr CALIFORNIA
PUBLIC WORKS DEPARTMENT
THEDRAWN BY: STORM DRAIN PLANS DATE :
h.7lKlrleerirl/t
�r,,.r,r •.lnhlte<hrre
• � •ifl�■1 • /andxope
D. P
AnGilralrrrr
• /,tiler \Inn PI'Irl
COMPANIES >< DESIGNED BY : TRACT # 13325- 2 2
200 Baker Street. Costa Mesa, CA 92626 (714) 540-0800 -1' B.
BENCH MARK: CHECK BY,.' DETAILED SHEET OF 6 SHEETS
City of Fontene Benchmark No -378 E C. P.
Circuit No -67-5.30d Nell In P.P. FILE NO.
(no:) SW Cor -Beech 6 Foothill APPROVED: DATE OCT is 1987 E I • v -1267.84 Dote 9/67 W.O. CITY ENGINEER 0 C.E 16932 1511.