HomeMy WebLinkAbout1560-2BACKFILL UNLESS OTHERWISI;
SPECIFIED
UNDISTURBED EARTH ----*-I
12 OD. M IN. 14" M I N
••� a eo:� e
BEDDING A AW
0.4 0.4 M IN.
OPTIONAL TRENCH SIDE SLOPE FOR
DEEP TRENCHES OR UNSTABLE SOIL
12'1 M I N.
BEDDING B
SPRINGLINE
7 OPTIONAL EXCAVATION LINE
• V4 O.D.-SLURRYWI SACKS P.C./C.Y. )
1 OPTION OF CONTRACTOR
112 O.D. 411 MIN.
-SHAPE BEDDING AS SHOWN TO SUPPORT
R. C. P. ( SEE NOTE 10)
ORANGE COUNTY ENVIRONMENTAL NA NTUNCY STD. PLAN
� r
Approved
C. R. tib/Sorry 17 D/recr'or o/ Pub//c works 1319 319
Adopted, Res. 77-92. Revised: Res. 78-791
BEDDING DETAIL SHEET I OF 2
BEDDINC
iyo'r>•s : 4
1. Bedding A shall be compoved of sand, No. 3 or No. 4 crushed rock or
gravel per Standard Specifications or other granular material -as may
be specified or approved by the Engineer.
2. Bedding B shall be composed of sand or other granular material as may
be specified or approved by the Engineer and shall conform to Section
306-1.2.1 of the Standard Speci.`ications.
3. Bedding B shall be compacted to a relative compaction of not less than
90 percent unless otherwise specified.
4. Bedding B shall be placed in two or more lifts for O.D. greater than
60 inches.
S. Backfill shall be per Section 306-1.3 of the Standard Specifications.
6. There the cover is 8 feet or less, "W" must be greater than or equal
to 6 inches. Where the cover is greater than 8 feet, "W/' must be
between 6 and 10 inches inclusive for pipes up to and including 96
inches in diameter. For pipes over 96 inches in diameter, "W" must
be between 6 and 12 inches inalusive.
7, "W" shall include the thickness of any shoring.
S. Shoring shall be a minimum of 6 inches from the pipe at snringline.
9. An improved bedding method shall be submitted to the Engineer for any.
"W" other than that permitted in note 6.
10. The trench bottom shall be shaved as shown, or the contractor, at his
option may choose not to screed bedding "A" in which case, the pipe
shall be backfilled to a depth of 1/4 O.D. with trench backfill slurry
at his expense :` -
ORANGE COUNTY ENVIRONMENTAL MANAGE)641KNT AGENCY STD. PLAN
Approved �- f . jA `- -
C. R. /son, Director o/ A;,&Ac Works 1319
Adopted: Res. 77-92• Revised
EDDING DETAIL SHEET 2 OF 2
DETAIL (TYPICAL)-
N.T S.
(OR USE CITY OF FONTANA STD DETAIL 131)
C
J
I
Sirt de I For paved streets
9 Angle shall not exceed 450
when side flow 10%
I 4
Station Line
SECTION 8-8
exceeds
of main Ii f low
PLAN
8„
: f
"
3/4" round galvanised
111111 311 Rod
; I I ((' I I II :/-steel
steps 1-4"o.c.
-16
i
4"x 4" mortar fillet
A
TT yi 1'-� T
SEE NOTE IIA"
N T
,�.ti..... • . d.
Concrete
I
-STA
3 res,
(k reducegs
All Stell reinforcement
5,1 x
Std. an
--Lr- 1/2" 6 4"o.c.
Rod, x I. D.
�-
t �
5-3/4"1
_ of spur 2
-�
I 1 . , . 11 aro
- �, as•
C
J
I
Sirt de I For paved streets
d-011
or less
g *j
SECTION 8-8
r treola
°'-„" (See Note 4 )
r---�-•1
PLAN
8„
4')14" mortar fillet
( Shaft not shorn)
Il
1 I I 30 dia. max.
~ -
Omit this step _
in paved streets '
t-4" for andtretls
o
1
NOTE MAN
Manhae from and cov r
rod r Std. Plan G30 -0-0t
Two (2) inch deep seat to correspond to manhole shaft,
��.
thru
633 -0 -OC
"
grout between shaft and seal.
rn x.
Top of cone shall
Concrete
` I Minimum 2'-10 W
L2Lc" '' Minimum 3
for pared streets
(k reducegs
ate-- - 6" for
unpaved streets
Std. an
below bottom of
C
J
+T
I r t �
-
I
Sirt de I For paved streets
d-011
or less
1 t Round edges of inlets
• 'Ir• � s
,_.
r. i;,� l •
Co
Concrete rings r
Std.Plant502
r treola
°'-„" (See Note 4 )
r---�-•1
8'- 0" to
20'-d'
8„
4')14" mortar fillet
,
Il
1 I I 30 dia. max.
~ -
Omit this step _
in paved streets '
t-4" for andtretls
o
1
C
J
+T
I r t �
-
I
s
11
2=2 for unpaved streets
1
A1 SMN I
• SEE NOTE 'W'
AM steel reinforcement
Round edges
d-011
or less
1 t Round edges of inlets
• 'Ir• � s
,_.
r. i;,� l •
Co
7' 3.54'
10' 3.84'
8'- 0" to
20'-d'
8„
DETAIL N
21' 4.94'
SECTION C -C
(Shaft not shown)
DATE: MAY 1988
w+
See Note 3
;j�
I U L
}.
GENERAL NOTES
1-- '-0" P-1
"' III I 111 I. -HEIGHT H (in Sec.A-A and Sec. B- 0sholl be not lose than 4=d, but may be increased at
o i I SEE NOTE "A" option of the Engineer provided that the volae of M shall be not Itis than
Round edges of mitts the minimum specified and that the reducer shall be used For H (in Sec. C -C )
a �y set Note 4.
.2 " Max. 30" diameter side inlet. Use Std. Pian 1312 (,unction Structure IIn Z - LENGTH L shall be d br inlets of 20'1 or less and 5' for Inlets greater than 2011 unless otherwise shown on improven>NM plan.
r f• for side inlets 30'/diameter. (May be increased amm of (1)one foot at each end to meet pipe ends. Continue 04at4 a. c.
3. -SHAFT shall be constructed as per Sec. C -C and Detail N w hen 4tplh M from street grade to top
i,
Net elevation appliees of box is less than 2=101/2" tot paved streets or 3=6" for unpaved streets
rI i
Ii•; +' ' of this Pte► 4. -DEPTH M may be reduced to an absolute limit of 6' when larger values of M would reduce H
j.•�t;i`:!:.e '�. (in Sec, C -C) to 3'-6" or less.
f 3'-6 ,s.•.. ,. Ound edges & - T shall be 8" for values of H up to and Including 8'. T shall be Id' for values of H over 8'.
6 -STEPS shall be 3/4' round galvanized stent) and anchored not less than 6" in the walls of structureli and shall project
a min. of 4 inches 1!rom point of e"ment. Unless otherwise shown, steps shall be placed 1'-4 on anter. The
SECTION A -A lowest step shall not be more than 2 above the ledge at the side of manhole floor.
7. -REINFORCING STEEL sholl be # 4 ban , deformed, straight bars 1 1/2" clear from face
of concrete.
8, -STATIONS of manholes shown on improvement plan apply of center line of shaft.
9. -FLOOR of manhole shall be stele-froeiled.
NOTE_ IQ -RINGS, reducer, and pipe for access chaff shall be seated in 02 mortar and neatly
Use JuQCtion Structure Type I for outlet pipe diameters of 420 or less, andj%W diameters pointed or wiped ineids draft.
of 30 or less. - II. -LEDGE shall be sloped of 2" per foot.
4 Montoe shaft shol I be 41-001 and Junction sructure 4ottom width shall be increased to
4-0 minimum when M.- 15' Use Std. Plnnk504 with 6 rings when M>115.
Use Junction Structure Type I for outlet pipe dlearslers of 42"or.less, and Inlet diameters of 30" or less.
ORANGE COUNTY ENVIRONMENTAL M AG T A NCY STQ PLAN ORANGE COUNTY ENVIRONMENTAL M AG NT A
ENC STD. PLAN
Approved Approved
R N Sarr, ric or of Pbb/ro wont: 1310 3 1 0
C. R Salm, �,a of PMN/C »ant. 1310
Adopted, Res. 77-92 Bruised' •2-718 1 83-1442; 86-1141 Adopted: Res. 77-92. Rwlstd, 82.718 C.
UNCTION STRUCTURE - TYPE I 1OF 2
JUNCTION STRUCTURE TYPE T 2 of 2
MAN DOLE JUNCTION STRUCTURE DETAIL----
9 10
K Y S.
�"',8
�! '�-3� 04 45 04 41112"t 12''r
I Inlet i 1 D
I
r r4 lit 11 l 2Clear 4'All
-.4II
I I 1 i 04 05 T Var.
( t Optional Joint
Scoring Ii
Protection Bar (See Note 6, h �'
I Std. Pian 1306) j Curb
T
-__ __ ___- ( 1 6"3'-0"-•� 6"I+
" • " 11
4 R. i Outlet i t 04 0 4 D 4 R. FIOW
Curb Support (See Curb Support SECTION D -D
B Details and Note 4, Std. Plan 1306)
PLAN
*When outlet pipe is constructed within roadwcy a minimum of
P 30" (County ord. NQ63.0322,1960or the roadway structural
section thickness plus 6, whichever Is -greater, shall be
maintained between the top of:Deand the roadway surface.
Alhambra Foundry A-1531-B,Apox Steel Corporation XI10B or equal h approve locking
devices. Shipping weight (hams 9 cover)=130 lbs.
See STD. PLAN 312 - 0 See Std. Plan1306 for
L Curb Support details
-� T 3'-6" r Varies
r i--•-•2 2 2"--� • �
I 2'-d'
• i ISI , : ,�''•�,:
Keyed Const.
Joint
sioove'10%H
M t
Inlet
...: T
q:I ' k 4 loutlet
>< 01
Wee hal s .¢ ,.w:1::;' ,?•' , .
l;y: 1 ,: ✓:, si I
Sides and backwall
' T �+- -+� T �•� 3'-d' -+ ( T
SECTION A -A SECTION B -B
2-2" 0INsepholes
P VARIES DUE TO ANGLE OF OUTLET
PIPE. SEE PLAN FOR VALUE. NOTES:
H
T
L min. H
d-011
or less
6
7' 3.54'
10' 3.84'
8'- 0" to
20'-d'
8„
14' 4.24'
21' 4.94'
I. Standard opening Iengths,"L'are 7, 101, 14', and 21'.
Other lengths may be used.
2. All reinforcing is 04 0 12" O.C. unless otherwise
specified.
3. Curb opening shall conform to curb alignment.
4. See Std Plans 1306 and 1307 for details and notes.
5. Soo Std. Plan 1308 for Local Depression details.
ORANGE COUNTY ENVIRONMENTAL M NA M NT ENCY STD. PLAN
Approved
C. R. Ni/ton, Di,; f- of Aib/ic Woks 1:302
Adoptedl Rea 77-92. Revised, Res. 78-791 e2 - 718: 06 - 11.4 1
INLET TYPE II SHEET I O,: I
CATCH BASIN DETAIL.
6 7 8
N • T. S.
GROUT
-5.api-.. 24'DIA ..
9 COILS I,•'4•,� d �.._
T 1 4-I,4"0 LONGIT.
1 4 r
3/4„ .. •'• -
:u GAIN. STEEL`'•..
•N STEPS CAST `r
IN PLACE ••
3 V8'• - 36"OSA -. �`I L.'•V8" �'
36'x24" ECCENTRIC CONE
3- Val' : ;. �, : � � �'•
TYPICAL SECTION
36' I.D. ECCENTRIC
CONE MANHOLE
N. T. S.
SOIL ENGINEER
RICHARD MILL & ASSOC.
9624 HERMOSA AVENUE
RANCHO CUCAMONGA, CA 97130
(714) 989-1751
36°x30° MANHOLE PIPE SURFACE
GROUT
PREPARED BY:
1NOMAS I- BWNREGISTERED ENGINEER
DATE: REGISTRATION( EXPIRES -3/ /92 41817
NO. DESCRIPTION DATE ENG.AP APPROVED DATE
-
SCALE:
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
378, CIRCUIT NO. 67-5, 30d NAIL
IN P.P. (NO #) SW COR. BEECH
& FOOTHILLELEV. 1267.84 DATE 9/67
DATE: MAY 1988
w+
r.
7.
;j�
I U L
}.
,.
Top of cone shall
be placed a
36"x15" MANHOLE PIPE
minimum of 6"
below bottom of
5-3/4"1
24'01A. ---moi
roadway structural
section Or o
1
7 COILS I,k'q I'
minimum of 16"
below finish
4 m LONGIT.
N-
grade, which -
-N -Co "-'
(
ever is greatest.
3•1/e' -4 ice-- 36" DIA. -�{ �►-3-Vr�" TYPICAL SECTION
36"I.D. CONCENTRIC
36"x24" CONCENTRIC CONE CONE MANHOLE
I. See Std. Plan 630 -0 -OC thru 633 -0 -OC for Manhole From* and Cover Details.
2. See Std Plan 1507 for Manhole Step details. Max. spacing x IT'S
3. Construction shall be in accordance with Standard Specifications,
4, The manhole pipes and grode rings sholl be arranged in order of "or to shorter lengths fhom bottom to top.
5. Manhole details shall be submitted to the Engineer for approval.
6. Payment sWI be f• ' 1/8" above rmnhIcie f
ORANGE COUNTY ENVIRONMENTAL ANT AGENCY
� Gl= �4(.✓-
STU PLAN
Approved , . -
- GAN•/Sat, A'rector of Public ►fforks
1503
Adopted, Res. 77-92. Revised, Res. 78-791 ; 86 -I t4 1
36' REINFORCED CONCRETE MANHOLES
Ilrv. 11 / r7
CONCRETE RINGS R EDUCER.
DETAIL
N. T. S.
RW -la
CX S TEEL PIAT£
P T FOR AN1110R
BOOTS 1 UPPbi4•;
90L TS. lot
-%/s " 7Wt- ___.
STEEL Pro
is
v
0
-WA OWT GALT •.
/ %a -1100 E /1V 5Af1Y PCA/E
IEN/NG AET�trNOTES
TML LEO
00 � � " E.4Cf•/ ENO.
Sh111L L BE U1v1,1 ne4/L Y sR,4CE0 eell MOT TO
OPV CeIVTE,P,
Sf�AL L BE �JL f/AiY1B,P� ,F'OUNO.PY i9-/572 Def'
• L.
L- BE ,4[ /1,/1JP1B.Pr4 4 3 9// 0,e
49 !44Z .
9AP S/h'/1L.FOI�N,Mr 4 - /56 5 Z/SE®
�B.PA �4- /S77 EN LJ.PS p.� s9/��iPOYEL7 EQUAL .
00000'-
6 OETA/L
APROP //✓LET
sr.PEE r
\� \ R.4"/i-/ON
[ OfAL r
NI N
� k
B �\ \ DEPRESS/ON
JO/NT ( ,�
L (f15 5110/'V1v ON Of'1�GS�
L 0C.4L D,ERR46'SS/ON DE r&L
IV T. S.
PROTECTION btAR ENO ANC14ORS
SrtC.F lo" C•r, aLA 1577 OK EQUAL
10'� C.F. $" C. F
VV0 GALVANIZED STEEL bAR
5EE SUPPORT bOtT DETAIL MOW
PROTECTION 5AR DETAIL
GALVANIZED STEEL PLATE
CURB 6AR - ALMAMOAA FORY
#A -S904 OR EQUAL , +o • ,.
' USE 'SUPPORT 691.7 IN 0"OR LONIrEit
4•12 PIATTE INLET OPENINCr•
JV
.r•e 1D
•a
SUPPORT 60LT DETAIL
CURE OPENING DETAIL
WT T. 5.
(SEE CITY OF FONTANA STD. DET. t21)
O��OFESS/pN
��C► �pS E. �
1;!k
9�
y 0
41317 �
x.03/'41/93
OF calf
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: STORM DRAIN PLANS DATE:
b, M.
THE
DESIGNED BY:
2
KVU1,11TTH v. �.
�� CHECKED BY: TRACT NO. 1
COMPANIES • � �, E.C. Y. P DETAIL SHEET of _3SHEETS
,900 gel tftr s004 caftba Mesa, CA 9,W"("4)"0-0800
W.O. �^ FILE N0.
APPROVED:] �-� �• j"'t /Lt'`'° �,`'�'�/� 15L O
lV'ILENGINEER R.C.E 40e)44
SOIL ENGINEER
RICHARD MILL & ASSOC.
9624 HERMOSA AVENUE
RANCHO CUCAMONGA, CA 97130
(714) 989-1751
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD., SUITE 201
TUSTIN, CA 92650
REVISIONS:
PREPARED BY:
1NOMAS I- BWNREGISTERED ENGINEER
DATE: REGISTRATION( EXPIRES -3/ /92 41817
NO. DESCRIPTION DATE ENG.AP APPROVED DATE
SCALE:
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
378, CIRCUIT NO. 67-5, 30d NAIL
IN P.P. (NO #) SW COR. BEECH
& FOOTHILLELEV. 1267.84 DATE 9/67
DATE: MAY 1988
RW -la
CX S TEEL PIAT£
P T FOR AN1110R
BOOTS 1 UPPbi4•;
90L TS. lot
-%/s " 7Wt- ___.
STEEL Pro
is
v
0
-WA OWT GALT •.
/ %a -1100 E /1V 5Af1Y PCA/E
IEN/NG AET�trNOTES
TML LEO
00 � � " E.4Cf•/ ENO.
Sh111L L BE U1v1,1 ne4/L Y sR,4CE0 eell MOT TO
OPV CeIVTE,P,
Sf�AL L BE �JL f/AiY1B,P� ,F'OUNO.PY i9-/572 Def'
• L.
L- BE ,4[ /1,/1JP1B.Pr4 4 3 9// 0,e
49 !44Z .
9AP S/h'/1L.FOI�N,Mr 4 - /56 5 Z/SE®
�B.PA �4- /S77 EN LJ.PS p.� s9/��iPOYEL7 EQUAL .
00000'-
6 OETA/L
APROP //✓LET
sr.PEE r
\� \ R.4"/i-/ON
[ OfAL r
NI N
� k
B �\ \ DEPRESS/ON
JO/NT ( ,�
L (f15 5110/'V1v ON Of'1�GS�
L 0C.4L D,ERR46'SS/ON DE r&L
IV T. S.
PROTECTION btAR ENO ANC14ORS
SrtC.F lo" C•r, aLA 1577 OK EQUAL
10'� C.F. $" C. F
VV0 GALVANIZED STEEL bAR
5EE SUPPORT bOtT DETAIL MOW
PROTECTION 5AR DETAIL
GALVANIZED STEEL PLATE
CURB 6AR - ALMAMOAA FORY
#A -S904 OR EQUAL , +o • ,.
' USE 'SUPPORT 691.7 IN 0"OR LONIrEit
4•12 PIATTE INLET OPENINCr•
JV
.r•e 1D
•a
SUPPORT 60LT DETAIL
CURE OPENING DETAIL
WT T. 5.
(SEE CITY OF FONTANA STD. DET. t21)
O��OFESS/pN
��C► �pS E. �
1;!k
9�
y 0
41317 �
x.03/'41/93
OF calf
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: STORM DRAIN PLANS DATE:
b, M.
THE
DESIGNED BY:
2
KVU1,11TTH v. �.
�� CHECKED BY: TRACT NO. 1
COMPANIES • � �, E.C. Y. P DETAIL SHEET of _3SHEETS
,900 gel tftr s004 caftba Mesa, CA 9,W"("4)"0-0800
W.O. �^ FILE N0.
APPROVED:] �-� �• j"'t /Lt'`'° �,`'�'�/� 15L O
lV'ILENGINEER R.C.E 40e)44