HomeMy WebLinkAbout3894-6e
Milk MM04OLE FRAME L COVER
I
- I 01� I T I1%" RCEI
IcySIDEOPE/IM4G CISTEPS-SEE
IMH 259
CE - - - 1- i NOTE 5
I4 4102" �I4 1 - - - - - -� •'.
s4 Q6"E.W. 1I I I
B T {- -- A .� T
SECTION A
FECTION PLAN TOP ELEVATION NOTED ON PLANS
SAIL +• ':�.F �!:= - - - - 1. DEIENSIONS:
M- B" OR AS NOTED ON PLANTS
V- SMALL BE SHOWN ON THE PLANS (r MAX.)
W- SHALL GE 36" OR AS NOTED ON PLANS.
T- 6" F V IS 4.OR LESS.
T- S" IF V IS B' OR LESS
0-
18" UNLESS OTHERWISE SPECIFIED.
> A- 36" UNLESS OTHERWISE SPECIFIED.
_ L• W 2. SEE STANDARD ORAAINIC CO 106 FOR
'. , •: WALL. AND FLOOR STEEL REINFORCING
311e
3/=" 3. STRUCTURAL CONCRETE SHALL BE CLASS -A".
SPACE PROTECTION BARS 4. REINFORCING STEEL SHALL SE NO.4 DEFORMED
EVENLY ACROSS OPENING BARS. CLEMIENCE SMALL BE 1//2" FROM
n. IS" MAX. ON CENTER) BOTTOM OF SLAB.
S. THE BASH FLOOR SHALL SE GIVEN A TIGHT WOOD FLOAT
_ FISH. CURAVTURE OF THE LP i SIDEWALLS AT THE SDE
f : OPENING SHALL NOT BE MADE BY PLASTERING. THE
~ •� •' ,r - OUTLET PPE SHALL BE TRIMMED TO FK44L SHAPE i
LENGTH BEFORE THE CONCRETE IS POURED.
T I W I T 6. STEPS -Y4- PLAN ROUND GALVANIZED STEEL STEPS SHALL
L BE INSTALLED 16" APART WHEN V EXCEEDS 4'-6'•. THE TOP
STEP SHALL BE 6" BELOW THE TOP SURFACE i SMALL BE
SECTION B 21/2" CLEAR FROM THE WALL ALL OTHER STEPS SHALL
BE 4" CLEAR FROM THE WALL ONLY ONE STEP 12- FROM
THE BOTTOM SMALL BE ANCHORED NOT LESS THAN 4"
INTO THE WALL OF THE BASIN.
.PROTECTION SIRS ARE PLAIN ROUND STEEL BARS r
DMMETER AND SMALL BE INSTALLED WITH ENDS
EMBEDDED 6".
B.ALL EXPOSED META. PARTS SHALL BE CALANaZEO.
9 -SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS.
o + wit
r, �•.� RrvERSIDE COUNTY FL000 CONTRA(,
A "ATFA G0"9F'VA"M °aTIIIICT CONCRETE
* Exp .ei?404 * "'"°""' DROP INLET r
r
O► CAUf
wrE= Ae.+°- zoos s4 "o nsaa STANDARD DRAWING NUMBER CB110
4
CASE I
REINFORCED CONCRETE BEAM
FOR IOOwiw (49) TO 610r (240) 1.0. PIPE
EXISTING CONDUIT (04) BN
TO BE SUPPORTED �C If SEAM IS PRECAST)
REINFORCEMENT
�ISEE TABLE)
raiL4
SECTION C -C
-9:s 30C
(8G0CC i2S0) 1.
WIDTH OF BEAM SMALL EOUAL OA. Of SUPPORTED
REINFORCED
PIPE. MINIMUM WIDTH SHALL BE ISO win tG IN.)
CONCRETE BEAM 2.
IF SUPPORTED PIPE IS BEGGED IN CONCRETE. SEAM
0
WIDTH SHALL EOUAL BEDDING WIDTH.
3.
IF IS PRECAST. ENDS Of BEAM SHALL BE FULLY
� �
pWAN
FCMt 4THE�BE�DOIINIGOiMAII
0aT'OL4a
IENGTN .9 MAV�E A MINIMUM
3.7-To4.9-
THICKNESS Of 100 ww (4 110. CLASS MORTAR $HALL
4.0-TO7.60
BE PLACED BETWEEN TOP Of AM AND
SE
410• To W-"
PIPE TO PROVIDE MINIMUM BEARING SHOWN.
4.
THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS
120'-0' To ss'
ARE FIRM AND UNYIELDING.
5.
MAXIMUM SPACING Of BARS SHALL BE 100 Ron (4 IN) O.C.-
REINFORCED CONCRETE REAM (DIMEN310M3 AND RFIMFAR(`�M�MTI
AMMERICAN PUOL.IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
RBtr. the
SUPPORT FOR CONDUITS
ACROSS TRENCHES
P'""'
224-1
SHEET 1 OF 3
UAE UMM'M BTAIDAIR SPDWIrATIONB FOR PUBLIC V"o I (S CON11TRUCTION
RECORD DRA WIA16
>1
PIPE COVER
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
N
P1.Ati
� �
S
0aT'OL4a
2.4-TO3.7-
3.7-To4.9-
4.9aTO6.0a
4.0-TO7.60
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
410• To W-"
101-0' TO W -OM
U2 -O' TO IU• -0.1
06 -or To 30• -OM
120'-0' To ss'
C Mex F101tMB
T
BARS
8
T
BMs
8
T BARS
8
T BMs
8
T
BARS
a
TO LBa1
Ph (900) 279 4000
NNr
O.sO-
OF THE COUNTY IECOID@I Cr- SAN WWMIMDNO
NIMH
.a0-
NNot
0.so-
Mow
.900
X46')
IoM
0.8081
T 1'
10.1
41
-616
(0'1
4)
-tM
(0.1 tMw4)
Ir -On
0016 41
-IM
Iq
(116.4)
-s•)
.Sw TO 1.800
M
ON
.SOW
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
Im"M
.50114
IOM
.SOW
ON
.sow
14 M
O.aO-
/•
fGM
4)
•-tM 0 1/2'1 W41
-tM
(IN) 1116.4)
-On
0116 41
-616
1/27 tNws)
-t•)
.5114 TO 1.0518
M
ON
.s0-
1670
IoM
•-616
NIM
.f0-
am
.Cal
Nall
0.60
f0M
p16.4)
'-CUM
(N')
(Hwa)
(MICS)
-tM
.$)
-o'
am,$)
3'-O•
no TO LNJ-
ISM
."a
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.t-
ISM
.M
taw
.GoR!3
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6.60
•
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a
M
8
s)
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r -o'
TO L480
Iso
.6018
IoM
.sm
ISM
.M
IoM
.lawIoM
0.750
T
Oro
tNws)
-OM 114')
tMwSl
160') (Hwa)
1116 S1
-sTO
L7aw
ISw
.t0
no
.780
2016
000
NM
0.75 -ISM
.TSO
tNwt)
t)
1
3'
01
-t
t)
i•
BOM
.sw
SOAR
.760
200
BOM
as -D7'1
t
i
tMwq
3•
016.0)
3'
(Nw6)
31-0'
O- TO 8.380
SOAR
790 107amw
200i
am
SSM
.GTR
3
no
Go -
a
i•
ISM
i•
»
t28M
»
a•
3.88-
8011
716
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am
LIOw
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•
IUM
i'
123'1 »
A.sGH. To 4A0-
sw
sw
81111
2SM
1.00-
taw
N -
To •
161')
)
s•
»
•♦
7t
'-s
»
4•
120'1
»
4•-W
TO 4400
8816
2816
.IOW
an41111e.71
2816
I.SOw
1816
40
?1
141
141 -WI
.IIS- TO 4.000
2aM-
2aM
taw
2511
1.400
'
»
S•
»
4•
EMM »
4'
016»
41-661
.GTR Ti 4.80-
8816
=816
`SS-
LIO-
t80M tlno
N TO B.SGw
S �
2Sr
L440i-
•
TO 8.8Gos
8GM
400
2aM
L40-
1•
4•i
AMMERICAN PUOL.IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
RBtr. the
SUPPORT FOR CONDUITS
ACROSS TRENCHES
P'""'
224-1
SHEET 1 OF 3
UAE UMM'M BTAIDAIR SPDWIrATIONB FOR PUBLIC V"o I (S CON11TRUCTION
O+
STANDARD KAN
womewc
224-1
SHEET 2OF3
2
E
eA
RECORD DRA WIA16
>1
C
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
N
P1.Ati
� �
BAd"3 OF eEAie�los
1
U
M BOO M
pI
3
(
THE 11AM aF EAI1 W W SAM ON THE WEINT19MY
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
(O
8Ot Br(>1�i
N
LINE OF THE NORT1"EAST OUARM OF SECTION( A
M
C Mex F101tMB
AND ASWC..
o
U
BENG A SUMMON OF A PORTION OF THE NORMEABT 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWE19T
C
1011 K Art? wjdO 81151st
w
ON FINAL TRACT MAP NO. ?57'60, MWN BOOK 200,
v
CoF� CA �O
M
c -v n°
`i IT A/
d No. 6606
c
ILEXP
s�� CIV\ -
0
9
STANDARD KAN
womewc
224-1
SHEET 2OF3
2
E
eA
RECORD DRA WIA16
>1
C
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SIXFE
P1.Ati
� �
BAd"3 OF eEAie�los
IOM 04)BARS O
M BOO M
}
(
THE 11AM aF EAI1 W W SAM ON THE WEINT19MY
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
)
8Ot Br(>1�i
v
LINE OF THE NORT1"EAST OUARM OF SECTION( A
M
C Mex F101tMB
AND ASWC..
o
TOVMW 1 NORTK RANCE 61NEQT, UM AS SHOWN
BENG A SUMMON OF A PORTION OF THE NORMEABT 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWE19T
2E0 WN dim Ci cb
1011 K Art? wjdO 81151st
c E
ON FINAL TRACT MAP NO. ?57'60, MWN BOOK 200,
1/4 OF 81=CTION 2�, BOTH OF TIdWN61F6a' 1 NORTH, RANGE 6 WEST, SAN OOUNTY OF 6161
CoF� CA �O
AII�RBMv% CA 6206
c -v n°
AT PAS 48 714111M ii 6S, PKXMW*, N THE OFFME
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Ph (900) 279 4000
ft (714) SWIM
9,g
OF THE COUNTY IECOID@I Cr- SAN WWMIMDNO
FGrr• (500) 273-2100
Few. (T1s) 630 -UM
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
COUNTY, BEM NORTH 00'30''24' YAW.
/s!
X46')
b
o
�$
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
63 M
r l
V U
Z j
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
DATE
OM.
CITY
DATE
> t
STANDARDS IN EFFECT.
Iq
a
M
7S M
M
(STING
NOUIT TO
CASE 2
CONCRETE WALL
1011111- U0,11" 11mil
A=.
1
OPT. CONST. •., ' CONDUIT THROUGH TYww
PE 090
A TE
JOINT WALL SECTION
.. I. THE SUPPORTING WALL SHALL HAVE A
100 Row (40) DIA. OPENINS FIRM BEARING ON THE SUSg RADE AND
g AGAINST THE SLIDES OF THE EXCAVATION.
2. ANY CONDUIT PASSING THROUGH THE
WALL SHALL HAVE SO Ron t2 IN) CLEARANCE
FROM THE WALL.
3. 100 RMI (4 IN.) CIA. OPENING THROUGH THE
WALL AT $00 nnn (2 FT.) O.C. HORIZONTALLY
AND AT 1.5 N (5 FT.) P.C. VERTICALLY SHALL
BE PROVIDED TO PREVENT UNEOUAL PRESSURE
CASE 3 RESULTING FROM JETTED BACKFILL.
-� 4. IF SUPPORTED PIPE IS BEDDED IN CON -
D U C T I L E IRON PIPE CRETE. MINIMUM THICKNESS of WALL
SHALL EOUAL BEDDING WIDTH.
E 5. BRICK WITH MORTAR JOINTS MAY BE
USED IN LIEU OF CONCRETE fOR WALLS
UP TO 1.5 lW (5 FT.) IN HEIGHT OR LENGTH.
DUCTILE IRON
CLASS 53
SPUN R.C. PIPE v 00 RMI
CCNTIDINT (SEE NOTE 2)
Nuou
(SEE NOTE 1) d t0) 1ST. A.C.. CONCRETE
R.C.. C.I. OR CLAY PIPE
I
CONCRETE OR CLAY PIPE SEWERS
BEODIIIt I WaitOR
EXIST. PIPE AND JOIN
l4•) WITH TYPE •0• JOINTS WITH
(4') owtn ADAPTER RING. IF REOUIRED
oN EACH SIDE N TRENCH
OR REMOVE TO NEAREST
JOINT BEYOND NOTES
1. 100-0 (2000-0) SPUR R.C. PIPE OF SAME
DIAMETER AS THE EXISTING PIPE MAY BE
USED ONLY WHEN THE EXISTING PIPE Is
A.C.. CONCRETE OR R.C. PIPE AND THE
TRENCH WIDTH IS 1.5 w (S FT.) OR LESS.
2. THE CONCRETE COLLAR JOINT SHALL BE
USED FOR JOINTS IN STORM-ORAIN PIPE.
ALLOWABLE SPANS AND MIN. REQUIRED
BEARING FOR DUCTILE IRON PIPE
E
O.C.. 00 Ron
441 MIN.
I r
CONCRETE
COLLAR �I
(SEE NOTE s) I
SECTION E -E g
-131:TT"III-L•TZ( w2.1Ii 1Fi': K. 1(III i1114 Z•Z-11L•11RaIi4
B>t�•l A i.BBB>• �•r1>• r= >, 1" r -Tr 1471 7• r >.
• • ff���
: .• �•�1
• • •• WJGO �ffg
AMERICAN PUBLIC WOWS ASSOCIATION - SOUTHERN CALFORNIA CHAPTER
STANDARD KAN
womewc
224-1
SHEET 2OF3
SUPPORT FOR CONDUITS
ACROSS TRENCHES
-
C4�
Construct PCC
Cutoff Nl
NINIMM DINENSIINS
300 oMn a 300 awa
eA
A 1
-T-
C
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SIXFE
P1.Ati
MM
Tongue and an inlet section
rm oove and on outlet section
-
C4�
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
NINIMM DINENSIINS
300 oMn a 300 awa
PIPE
A 1
2
C
0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SIXFE
M
MM
_
-
IOM 04)BARS O
M BOO M
}
(
a=
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
)
_) Soo won tor)
305 min 029MIN.41
M
M
o N
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
M
10 M
;a•
e
•
4
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
E -6
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
M
1/4
> N
I
M
c
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
BEF❑RE DAYS BEFORE
/s!
X46')
b
M
)
63 M
Z j
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
$
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
> t
STANDARDS IN EFFECT.
Iq
a
M
7S M
M
�
0
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
_ _
TOLL 2600
SERVICE
()
>
4
)
-
o o
NAVD 88 -1508.56 (FEET)
A PUBLIC BY UNDERGROUND SERVICE ALERT
2
RECOIKO D1q,4WIM55
5/06
AMT
(4')
j -&-of
(712')
Limit of par,-*-� I'
for pipe I
END VIEW
&B
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
r'EXISTING CONDUIT F
TO BE SUPPORTED ,��
300 mm It 300 Nen
(21)
NINIMM DINENSIINS
300 oMn a 300 awa
PIPE
A 1
2
C
0
E
SIXFE
M
MM
_
-
IOM 04)BARS O
M BOO M
}
(
<4'
t
)
_) Soo won tor)
305 min 029MIN.41
M
M
M
F
M
10 M
;a•
e
•
4
NI
M
600 M 24O
4'
M
1/4
> N
I
M
c
4
)
/s!
X46')
b
M
)
63 M
c )
Iwo
-
< )
M
1/4
> t
(
Iq
a
M
7S M
M
�
1600
INFO
A)
()
>
4
)
-
030 IV
1600 pr
19W PIP
Al
(4')
(712')
(114')
1
M
M
1670
Pw
(27' X
1
M
16M
( 1
t/9
)
&B
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
r'EXISTING CONDUIT F
TO BE SUPPORTED ,��
300 mm It 300 Nen
(21)
(12• a 124
300 oMn a 300 awa
COLUMN
I
1:
4-20M 061IBARS 0
E
E
IOM O 300 mon'
COLUMN
03 O 300 Rm
CHECKED BY-
(129)) TIES
_
-
IOM 04)BARS O
300 Row (124
IOM
BOTH WAYS
t
CONCRETE
_) Soo won tor)
305 min 029MIN.41
____
MM43
F
PIPE
CONDUIT
Construct PCC
CWtaff salt
CA_
`1---------- �•-
I too
(3'-0')
SECTION F -F
NOTES
I.
COYER 4.G Is SMALL
16 FT.) ORIMLESS. ANDtoo F'n. foot 3. III (10 FT.) FOR�OVECOVER
4.t w tit S.45 a T.) EARTH COVER3.ta w tit FT.) FOR EARTH
2. ALL CONCRETE SMALL BE 330023 (590-9-3250)
3. wmMTHi K CONSTRUCTED AT PIPE TO BE SUPPORTED
OSS ANGLE RgNCHTO :�TRA SKEW
' THE MALL OR BEAM MICR SUPPORTS THE
COLUMN 4. SUPPORT SYSTEM MAY BE USED OVER CAST -IN-PLACE STRUCTURES.
5.9 ILL ABOVE THE SUPPORT BEAM 8 t" NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT IS POURED.
S. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1.
GENERAL NOTES.
I. •S• IS THE SPAN of THE PIPE SUPPORT MEASURED ALONG ITS CENTEALNE.
L 'B• IS THE LENGTH OF SEARINt Of THE SUPPORT AGAINST UNDISTUIRBEO EMT" MEASURED ALONG THE PIPE CENTERLINE.
S.
DDIISTURBQARD EARTH IIALL K SM450 m (16 111.) OED FOR PARTIAL MIt LESS TREHp1 SACIPILL MAY BEOSSINGS. VCWT THAT WNW THE B0001 IED TO Ito wn Of ICY TO UN -
ABOVE A Noun CONNECTION SEWER AND THEN RE-E)MVATEO FOR THE PIPE NIGTALLATION
4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A T1M0EL EXCAVATION SHALL BE SIPPORTEO 1611TH A
WALL. CASE 2.
S. IF BEMIS 15 REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE. THE PPE SMALL BE EMEDOED WITH
CONCRETE AT NO EXTRA CAST TO TME_ AGENCY.
6. UNLESS OTHERWISE HDICATM CONCRETE SMALL BE CLASS SOSC14 (450-C-2000).
T. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC
UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES WITH THE E)OCE►TION of
REINFORCING SAM SIZES FOR WHICH ENSLIsH (IMPERIAL) SM SIZES MAY BE SUBSTITUTED FOR METRIC SAN SIZES -
If ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE 01 LISH VALUES -
►MMERICAN PUBLIC WORKS ASSOMTION • SOUTHERN CAL'FORNU► CHAPTER STAA1 RIC
SUPPORT FOR C NDUITS 224-1
ACROSS TRENCHES SHEETSOF3
PLAN
Tongue
and an Inlat section
li 'eve end on out tat section
Lt"It of
for pipe
AM
SECTION I
(21)
8 Fd (SEE NOTE 6)
300 oMn a 300 awa
;SEE NOTE 6)
I
1:
-100 loon (4•) DIA. SLEEVE IOM (M)SARS O
E
E
IN PRECAST SEAM TO BE 300 0000 (Ir) BOTH
COLUMN
- FILLED WITH CLASS •C• ia WAYS
CHECKED BY-
MORTAR.
_
-
EE_ E= COLUMN SUPPPORT
BEAM WIDTH 2 X T
EO EXISTING CONDUIT 600 ww
IOM
OL TO Be SUPPOR _ `�-NO
(4')
OL
_) Soo won tor)
R.C. BOX CONDUIT
`1---------- �•-
I too
(3'-0')
SECTION F -F
NOTES
I.
COYER 4.G Is SMALL
16 FT.) ORIMLESS. ANDtoo F'n. foot 3. III (10 FT.) FOR�OVECOVER
4.t w tit S.45 a T.) EARTH COVER3.ta w tit FT.) FOR EARTH
2. ALL CONCRETE SMALL BE 330023 (590-9-3250)
3. wmMTHi K CONSTRUCTED AT PIPE TO BE SUPPORTED
OSS ANGLE RgNCHTO :�TRA SKEW
' THE MALL OR BEAM MICR SUPPORTS THE
COLUMN 4. SUPPORT SYSTEM MAY BE USED OVER CAST -IN-PLACE STRUCTURES.
5.9 ILL ABOVE THE SUPPORT BEAM 8 t" NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT IS POURED.
S. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1.
GENERAL NOTES.
I. •S• IS THE SPAN of THE PIPE SUPPORT MEASURED ALONG ITS CENTEALNE.
L 'B• IS THE LENGTH OF SEARINt Of THE SUPPORT AGAINST UNDISTUIRBEO EMT" MEASURED ALONG THE PIPE CENTERLINE.
S.
DDIISTURBQARD EARTH IIALL K SM450 m (16 111.) OED FOR PARTIAL MIt LESS TREHp1 SACIPILL MAY BEOSSINGS. VCWT THAT WNW THE B0001 IED TO Ito wn Of ICY TO UN -
ABOVE A Noun CONNECTION SEWER AND THEN RE-E)MVATEO FOR THE PIPE NIGTALLATION
4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A T1M0EL EXCAVATION SHALL BE SIPPORTEO 1611TH A
WALL. CASE 2.
S. IF BEMIS 15 REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE. THE PPE SMALL BE EMEDOED WITH
CONCRETE AT NO EXTRA CAST TO TME_ AGENCY.
6. UNLESS OTHERWISE HDICATM CONCRETE SMALL BE CLASS SOSC14 (450-C-2000).
T. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC
UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES WITH THE E)OCE►TION of
REINFORCING SAM SIZES FOR WHICH ENSLIsH (IMPERIAL) SM SIZES MAY BE SUBSTITUTED FOR METRIC SAN SIZES -
If ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE 01 LISH VALUES -
►MMERICAN PUBLIC WORKS ASSOMTION • SOUTHERN CAL'FORNU► CHAPTER STAA1 RIC
SUPPORT FOR C NDUITS 224-1
ACROSS TRENCHES SHEETSOF3
PLAN
Tongue
and an Inlat section
li 'eve end on out tat section
Lt"It of
for pipe
AM
SECTION I
(21)
NININUI DIMENSIONS
300 oMn a 300 awa
STORM DRAIN IMPROVEMENT PLANS
I
1:
Or a 12•)
E
E
C
COLUMN
CIO
CHECKED BY-
4-20M 06)SARS
_
-
M
M 600 M
IOM
"{/
(4')
----
_) Soo won tor)
--TTA
____
MM43
TIES
`1---------- �•-
I too
(3'-0')
SECTION F -F
NOTES
I.
COYER 4.G Is SMALL
16 FT.) ORIMLESS. ANDtoo F'n. foot 3. III (10 FT.) FOR�OVECOVER
4.t w tit S.45 a T.) EARTH COVER3.ta w tit FT.) FOR EARTH
2. ALL CONCRETE SMALL BE 330023 (590-9-3250)
3. wmMTHi K CONSTRUCTED AT PIPE TO BE SUPPORTED
OSS ANGLE RgNCHTO :�TRA SKEW
' THE MALL OR BEAM MICR SUPPORTS THE
COLUMN 4. SUPPORT SYSTEM MAY BE USED OVER CAST -IN-PLACE STRUCTURES.
5.9 ILL ABOVE THE SUPPORT BEAM 8 t" NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT IS POURED.
S. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1.
GENERAL NOTES.
I. •S• IS THE SPAN of THE PIPE SUPPORT MEASURED ALONG ITS CENTEALNE.
L 'B• IS THE LENGTH OF SEARINt Of THE SUPPORT AGAINST UNDISTUIRBEO EMT" MEASURED ALONG THE PIPE CENTERLINE.
S.
DDIISTURBQARD EARTH IIALL K SM450 m (16 111.) OED FOR PARTIAL MIt LESS TREHp1 SACIPILL MAY BEOSSINGS. VCWT THAT WNW THE B0001 IED TO Ito wn Of ICY TO UN -
ABOVE A Noun CONNECTION SEWER AND THEN RE-E)MVATEO FOR THE PIPE NIGTALLATION
4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A T1M0EL EXCAVATION SHALL BE SIPPORTEO 1611TH A
WALL. CASE 2.
S. IF BEMIS 15 REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE. THE PPE SMALL BE EMEDOED WITH
CONCRETE AT NO EXTRA CAST TO TME_ AGENCY.
6. UNLESS OTHERWISE HDICATM CONCRETE SMALL BE CLASS SOSC14 (450-C-2000).
T. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC
UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES WITH THE E)OCE►TION of
REINFORCING SAM SIZES FOR WHICH ENSLIsH (IMPERIAL) SM SIZES MAY BE SUBSTITUTED FOR METRIC SAN SIZES -
If ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE 01 LISH VALUES -
►MMERICAN PUBLIC WORKS ASSOMTION • SOUTHERN CAL'FORNU► CHAPTER STAA1 RIC
SUPPORT FOR C NDUITS 224-1
ACROSS TRENCHES SHEETSOF3
PLAN
Tongue
and an Inlat section
li 'eve end on out tat section
Lt"It of
for pipe
AM
SECTION I
PRECAST CONCRETE FLARED END SECTI❑N TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B
NOTES,
1. Contractor has the opt Ian of usInp either Type A or
precast concrete flared and section
8 C dInwoIan varIas by nani0actlrer
and Witt be paid far as concrete pipe.
STATE OF CALIFDINIA
DEPARTMENT OF TRANWMTATIDI
CONCRETE FLARED
END SECTIONS
These
rd ninC x�ta"alt l� �or IYH (SI~ar�irtr•Ic�ft �Iaiidddunl4 stales
two Sys wt t ero ssirL a¢al ar I (rti aYl"�"the IFvesvir at *w
bplrnup e/ ihls pill tion
D94B
SEM-ElIGMEER
A M.
�.,
No. 680613 �
41 Exp. 06-30- '�
C►V1�- �
OF CA��
E
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
NININUI DIMENSIONS
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
I
1:
Ir
a
C
1 D 1
E
CHECKED BY-
300 1 -foo
MIN
M
M 600 M
0"C.V.A !�I.
"{/
(4')
(
T
MM43
M
M
10M
•
NI
600 M 24O
4'
M
1/4
> N
M
(w)
l340
SZO
(3(')
)
3/"4")
c )
-
M
( )
M
I M
/4
)
1370 m
Iq
1600
91110 w
lOSO SPS M
OR
•
31/2
>
-
..
(4r)
(4')
(712')
(114')
1
M
M
1670
Pw
(27' X
3/e
PRECAST CONCRETE FLARED END SECTI❑N TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B
NOTES,
1. Contractor has the opt Ian of usInp either Type A or
precast concrete flared and section
8 C dInwoIan varIas by nani0actlrer
and Witt be paid far as concrete pipe.
STATE OF CALIFDINIA
DEPARTMENT OF TRANWMTATIDI
CONCRETE FLARED
END SECTIONS
These
rd ninC x�ta"alt l� �or IYH (SI~ar�irtr•Ic�ft �Iaiidddunl4 stales
two Sys wt t ero ssirL a¢al ar I (rti aYl"�"the IFvesvir at *w
bplrnup e/ ihls pill tion
D94B
SEM-ElIGMEER
A M.
�.,
No. 680613 �
41 Exp. 06-30- '�
C►V1�- �
OF CA��
E
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
O.S.
TRACT 16325-1 8l 2
WAT QUALITY BASIN "C"
ET IL SHEET
•SHOWN
DESIGNED BY-
A.T./I
DTE 2005
PREPAR D BY: ARIC M TORREYSON R.C.E. NO. 66068
EXP. T - 0-
CHECKED BY-
VED _
.. /�
DRAWING NO.:
tj
a4TE'TTY
jk&*:4
0"C.V.A !�I.
"{/
3894
ENGINEER R.C.E. 51152 DATE: