HomeMy WebLinkAbout2928-725. W1, (Typ'..),
�00 MM . (,Vt.
3-00 mai for -1
100. *�l A*i
450mm (10.0
3,00
am (11.
1� 0 fA 0i
Its awo 011
it7s
60 fran. - (360) 4", "Vii . (10.).
20. fl* tri
SPIECIPIC-ATIONS:
40V MM 11
,
MA141PI 00 tIvIb5lo. wft.1101
1425 M04574 450 mm 0411) ES0 tw 1101
00 pit 160,
sit.� r0t car.)
M mm:01)
1.660 (GS", Os oo (21"), 2.75. MM
�tUT NO. It SAW THt. TUSt AT.AN..ANjGV'OF.1A/�..WfTH THE TRANS-
VOSIE PLANL.AEVfR9E*0NE SECTION4
MD.- TARt BOTH 40IONS
TOOME FORMINO CM TIOIN AN" I A�
THE .FLft Ir -
T
.V SAW H . TUSE LON I TUO I
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'tpalt In!
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.
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COLILA
CONCRETE., R FOR RCP
S IAN.
, .
Pu&g WORKS. SIMOAAM IK".
00UWTMe
300 Mm 11,2 TH ROUGH 1800 M M
38011.2
Its awo 011
6F .2
USE WTH STANDARD SPECIPICATIONS FOR PUSUC WORK3 COIWRUCT ION
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Cat TOLL FREE
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1-800
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01 TWO WORKING DAYS BEFORE YOU DIG
3.-l5wo) J11ARS.
1,4 m (41-84 LONG,
AwjTI6 ALIARS
iso. *10 (tr). bc To INS at
IM Of kW040LE
12A.Mm Iq 50 MM (51x
(31 0C.000TINUt
S;20W#61.F -SARSki
E NOTIE
,TIC SARS
44 16 OARS
tj + r
SECTION G
QUIT THIS . STEP ift,
PAYED STREETS-,,
If OAR
Tim:
,400 im (160) FOR PAVE
wrIkEETC, w �: wn.
FOR: uNP-AVE01THEIETS
Tit OAR$-
F . T 0 1,5 aim is
opnbmAL 6LLcr:
to
t: SPUR
ANY STAWA90
Pipt JOINT
-R a, I D:
.of sPolk
VITH: 'A MAk
-of 164 iii
SANHOLE.
4
AFT
PER &TO.
PLAN 324 -
tO LIES
L & -Y�ONCR E: T E - COLLAR I s. REO U i RED 'WHER E TH . E �CKANGE IN GRADE
E i56f6S 10 PtRcEkt-
2. FIO Ft CVFtVF-.JD SIEE:D AIL 8: SHf�t_T 11
I, Ts ET.
I FTI
.14E EXTREME ENDS OF THE PIPE VE A
E CLC�AQ 0 -ACE
.REATER 1. mm. V IS L 5 5 H AN 5
THAT I'S 0 -44N 2�.
J
:A. CONCRETE- COV0 1, 4 UIRED IN ACCORDANCE, WITH. SUAt. TON
_..E SPW.
IF T
HE EXTREME 'E�NDS OF THE PIPE. LIEAVE A t 80.
UAR S ACE
THAT: IS 0 UAL. TV. OR tRSA TEIR THAN 75. min.0,1, RIU-T:.LC.S$� THAN
150 CONCRETE! COLLAR
'IF THE CLEAR
Al-PA.Ce, I.S 150 -mth- (61 'OR G k CtUR
"I - I.. I . . .1 REAT Ri: A :S:T. U E
N.S.'ITION
&i CONCRETE. 'COLLAR. S14ALL NOT:,8
E VSED: FOR A SIZE CHANOC �.O.N
THIE� MIAI.N..L[NE�
4. qONN C
TOR PMES
,A. WHME P.11RIES.01F DIFFERENT DIAMETER.$ 'ARE i0mCf) W11H. A
The" ..8 COLLAR L AND T SHALL 8 THE :LAR:GER..
.C. e T
E THOSE OF
0 D1 R D2� H I HEVER JS 60.. CATER.
QUAL..., OR LE THAN E', JID
A. It 1-., .1,14 INVERTS ANO�
W ON. 0 1 S 13 A
RE TER THAN 01 J -0 04 SO.
,So. FOR P4PE LARGER TH! AN If! 010 :m�m (TV).SPECf.AL C LL.A.R otTAI L
ARE: REQUIRM*
.6. FOR P J.P E. W ZE NOT -USTE.0 WS.E NEXT SjZE::LARqER:I,
7 RIE
EtRIFOR!
CEMENT SHALL.cowb* TO A$.!M -A vs. M 1A W) :f3RADE
3 440i�
a" WHI.CRE REINFOR.C[N.6 I.Si.REOUIREO THE TER OF THE CIRCULAR
TfES SIHALL BE 0+.(2X: WALL 1810KRE�M: 4 1
9:., REINFORCING SHALL BE US ED INHIERE THE PIRE DIAMETER Is
GREAT..E.R tHAN:5.25 Mrm (21-1). A146
ON ALL PIPM WkEft THE $PAOCS
BETWEeN TH �E TRE E 0 N' R R"Git,
�E X, M, 0.. TER V D.o! 7* f3 . .
OF LA
CJRCULAR::TtE$:1W P.IPE 01 AMETER NO, OF
C,,!R,, CULAR TIES,
600 (2411. TO: 1�$.O_ MM (3
,.5 mir k3,3.�) 'TO 14,�,� T5 4
mm. 1:8 0,0
'WHERE T HE tf)Ai�t BETWEEN P
I P:E� ENDS MtEEDS 75 Mm THE,
4U OF CIRCULAR, TIE,3 �3 6t 1 0 �TO. MAwTAIN AN
HALI
APPROXIMATE SPACING OF I50:,mr"6*) .0 -0
tb� WHI[EkE THIIIE� P ME IS 525 r", (21.
OR LESS IN:DIAIVII�7`51R, A
0600
Of Ut481rALJC
EOUAL �HALL:13k, isto TO
U
R, PA P0NM MAY
'PROVIDE A]3MOOtH 1.,NTFR.10 JOINT* THE
0. E
LEFT, 1 OLACE.(SEE DETAIL A) , 'W �HIE PlPit* IS CZ4�):
5HEN T.1
QO.mm
A REIM VABLE `i�to LL BE�' USED OR THE
OR LARGE - R
R FORM sHA
INTERIOR'' j01NT SHALL,:BE: C MIRL _L�Y , 1 LLtD Wf TW A
Q 6R -AND
AT
Y P.0 I N Teo.
IL -DIMENSIONS SHOWN -10N. T.H.I.S.. P:LAN FOR.M15TR.I.C.. I ENGLISH
ANE. UN.179
ARE NOT. EXACT QUAL VALUES, I METKIC VALUES ARE. USE6. ALL
A 644 SWAL 9:MCT**tC VALUE
R -s )ExceOT
V L
U t Ut
.R INFORCI MAY ar S�OWMUAIJ �0
.METR IC 13A ED. VA
Irop COt4S US ALL .L S USED
U
TSA,
CAN:PURLIC W.G.RK&AS GIAT10N HA
STAND�A
R0 PLAN
:M, OPT10�
4 F -1,640F
cow ETE:
STRKT
GRADE
='_ rRAi
"Lr
4VER PE
STID.. PLAIN 64
0 BARS
/-T:Ij:;ARS
x- F BARS
-__.j._j_-_1L-j:5M 0 450 mm 04.010"
.44 OTH WAYS, TO.ft
U$AA 6 .466 MM (s4.0 181, 04,� N.F"t, WHEN SIS 1500: Im
00 , T" WXYt. TO: gt.OSEO� 400�: OR MORE
WH�ff D
W�j I.S:
6 R
SECTION N -M -P-0
f�tdiiCRE*Tg' R.I.NSS PIER
STM. PLAN.424
. MM
'5TREET. QRADE.
25 awn'(511 x P)
t -g -MO MM
H BAR
T1 BAR$
F F. J. 8 ARIS
ROUND EDGE$ to
75 rwi (w)
�AMERICARPUE I IIL . IC �W . 0 . AKS AS . SOCIATI . ON --!WUTHtfZN CALIFORNIA,,CHAPTER,
.
"0VMQAT0ByT"E1
. . .
... . .. MANHOLE.PIPE TO PIPE.
STANIOAPO N
MET11tSIA1
, .
Pu&g WORKS. SIMOAAM IK".
00UWTMe
IDE
S INLET)
322 - 1.
Its awo 011
..(LARGE
I OF
j
:USE WITH STANDARD SPECIFICATIONS.LOR PUBUC WORKS CONSTRUC TION
PLANS PREPARED FOR
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive
REVISIONS TO THE PLANS TO BRING THEM INTO Suite 300
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. I rv* ne, Ca. 92612
(949 833-1554
t
7 12, MM x 50 MM is' x2o)
MIE SEAT
AM
nalin
UOLIE Aw -VALUES
FOW T
T;
MM (40)
MANHOLE. PIPE To PIPE (LARGE SIDEANLET)
11 Fam"M
SKEIT 2 OF 4.
� 14 4 /2,
=5 an''(W)
Its awo 011
600,mm f24*)
135
1-140,-,M
675 aim 427�1�
SPIECIPIC-ATIONS:
T50 mm t3oq
150 MM W
U14111STURSEDEARTH.
1,60 Wur 'I
EM
mm. 46 1229
*WA 171
CASE
I
1.95 V17"11172T41-F
1200 mmi4VI
2 .5 #0* AW) .
1275� 01OW1514
1350 iwn:154'
250 mm.
1425mmi 1,57111
2:1 tron
�CATdR.O*AMN FLO
57
16
Ob.
275
2007"M A114.
300 Ob* IIFW-/-4*)
*150,, 4a (440).
3�00 "14* 112 4/2q
lir
.0 OR:05P
:�35
2400 MIS-)
7�55 �Ilm 04-)
Mb M*( - I I or - )
'395 om (15 1�e2l
0go mm (108.) -
406 **6 ven .
2050 0*0; WOW4.1
4907"Min C16 1/211
AIME,11RICAN PUBLIC WORKS: ASS06-1AT-10N . SOUTHERN CAUFORNLA Cf4APTER
�LA
3 2 0�2!
MANHOLE. PIPE To PIPE (LARGE SIDEANLET)
. .
001APACT $0 1 L TO:
SKEIT 2 OF 4.
RIM].
ONE 5,-,
CIP� .2
O_Okc.� pfpt, op OR ;_�s P
,jL MAIW LINE RCP
too....
COW 119TE
STANDA L
"D P
TRIC
.322
PIPE TO PI.PE,(LA.R,GE SIDE INLET)
. .
001APACT $0 1 L TO:
-WWEt 3 Of 4
MeLATIV Oktrf
REOUIRED, By:
SPIECIPIC-ATIONS:
U14111STURSEDEARTH.
CASE
I
SEC T!:0N__
Si -151
FOR. OUTLET SEE S. to,
CATCH' SAS f 01. PLANS
�CATdR.O*AMN FLO
Ob.
CONO, PIPE.
5ACKFILL
lir
.0 OR:05P
,tiandr,kni 4
W, 0%
�04
NOTT, 6
AMERICAW: PUBLIC WORKS ASSOCIATION -:SOUTHERN CALIFORNIA C14APTM
sTAMoARD Pt)w_
CT
ATF'.* .E.. JU I0R.:$T,RUC-TUR..E PIPE TO -PIPE METRIC
[110:1!1� 600 thm (2V,� 1 332. - I
va I F. FokpUbLid worta co"Taud-nom SRAtT 1: OF 7
NOTES,
L. VALUE 0 ELEVATION R AN
FOR A. e. 4 2 6 IELEVATfON S� ARE
SHOWN ON THE PROJECT DRAWINIOS, ELEVAT16N S APPLIES AT I NSIDE:
WALL OF �STRUCTURE.
2.,.. WkIEN DEPTH M F.RbM.: STREET GRADE TO THETOP: OF THE,SOX tS LESS
THAN 6 6 7 rnm I! 2i -to 14>1.
- PWPAVED. TREE
S... TS OR 1060 mm (31-61 FOR
UNPAVED $tRtETS. CONSTRUCT MONOL.I.TI411C, SHAFT PER SECTiON C -C AND
DETAtL..4.N4.i1HAFT �FOR: ANY DEPTH:017 MANH04E MAY BE CONSTRUCTED
:PER SECTION C t4 WHEN DIAMETER DI IS: 120.01 mm (48.0i) OR LEtS,'.tENTER.
OF, SHAFT MAY !BE. LQCATED. PER: NOTE: 3.
3. CENTER -OF MANHOLE, SHAFT SHALL, BE LOCATED OVER CENTER L,1NE G.F�
�$.IOWDRAINWHEN �DIAMETER DI IS 111206 Mfht,48') OR ESS.. IN WHICH. . . .
CASE PLACE E�SARs SYMMETRI.dALLY AROUND SHAFT AT 45�1 WITH
CENTER LINE,
LENGTH OF MANH16LE MAY BE INCREASED AT OPTI.ON TO �M
EET P I FE: ENDS.
BUT ANY CHANGE IN. LOCATION OF 8 . 0 . UR MUST BEAPPOOVE0 8� TME
5* :P. SHALL, BE 125, mm (501 F'OR Dgx240O:Mm t96*) OR LESS AND 200 inmAW1
FOR OVER 2400, mm (96`11�
6, REINFORCEMENT SHALL CONFORM TO AtTM A rMSM GRADE 3.00(ASTM A 615.
�GRAOE' 400. AND: $HALL TE14MINATE 40 mmll 1/21) CLEAR. OF CONCRETE*
FACIE�. UNLESS OTHERWISE. SHOWN,
7. FLOOR OF MANHOLE SHALL.BE.STEEL TROWELED TO SPRING LINE..
a- RO Dy �OF MANHOLE SHALL.. BlE. POURED. IN. ONE. CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITU e A
DINAL K.YWAT
MAY .5E PLACED AT , SPRING 1INE.
9. THIC,KNESS OF THIEDECK �SHALL VARY WHEN NECESSARY. T OPROVIDE A
LEVEL. SEAT BUT SHALL NOT 13E LESS THAN THE: TAB. I U.LAR VAILOtS OF
F SHOWN. ON, TABLE, :SH, L
110. IF . LATERALS . IENTER ON BOTH :$IDES, OF MANHOLE. SHAFT SMALL Or-
Loc.ATF-6 6-N. SIDEREtEIVINO THE $ i MALLE.R LATERAL.
1.11 STE0.9 S.HALL. CONFORM TO STANDARD PLAN 655 OR 636. UINLE.S9 OTHERWISE
.SHOWN:. STEPS SHALL SE:UNIFGRMLY SPACED:350 *Ii�.04,`) TO.
THE LOWEST TIEP: SHALL NOT BE MORE THAN 60.0 mm. (241NI ABO.,VIE THE JNVERT.
12. THE FOLLOWING CRITERIA $HALL BE USED� FOR THIS MANHOLE -
.A. TRIS.:$TANDARD PLAN: I$ USED WH.EN STANDARD PLAN 32.0 IS INA . DE-
QjjATE. MA. I . N LINE = 4OG mm (.36*4 INSIDE DIAMETER O.R LARGE#?..
B. LATERAL
. . 300:mro TO -360o * mr� (440) INSIDE 014iMETER HOWEVER-,,
THE INSIDE DIAMETER SHALL NOT EX*CFtO*THE IN011 . IDE. DIAMETER OF.
THE MAIN LINE�
AMEIRICANPUBLIC11VORKS AS,8001ATI10-IN - SOnER-N CALIFORNIA CHAPTER
STANDA L
"D P
TRIC
.322
PIPE TO PI.PE,(LA.R,GE SIDE INLET)
.MANHOLE
-WWEt 3 Of 4
3� MANHOLE FRAME ANO.C.OVER $HALL CONFORM TO STANOARD* PLAN 630
UNLESS OTHERWISE SHOWN.
CONFORM. TO ST . AN ARD PLAN 324 UNLESS
4. MANHOLE:.SHAF. T SHALL.
OTHERMSIE SHOWN,
5. WHEREA MANHOLE SHAFT 900 mm.(3621 WITHOUT REDUCER 1Z
SPECIFIED REFER TO STANDARDPLAN 326.
6- WHERE. A PRESSURE MANHOLE SHAFT - WITH ECCENTR.I.CIREDUCEA IS
SPECIFIE0 REFER S*TAND.A.RD PLAN 398,
T.- !WReRF. A �RES -A - 914 men (3 W 0�
SURE M. NHOLE $HAFT. 6" ITH UT IS
SPIECIFIED -REFER T0:S,.TANDARD PLAN 329.
a. DIMENSIONS $"OW*N ON T)41$ P METRIC AND M UNITS ARE
L AN PO -ENCLIS
NOT EXACT EO.UAL VALUES. IF METRIC VALUES ARE USED
ALL. VALU�S.:
USED. FOR CONSTROCTION.tHALL BE.METRIC 'VALUES., EXCEPT REINFORCING
BAR.SIZES IN ENGLISH UNI, TS MAY BE SUBSTITUTED FOR -METRIC BAR Slztsi
IF ENG03H UNITS ME U.SED-ALL VALUES WISED FOR CON-STRUCTION SHALL
SE, FNG0��k UNITS.
THE FOLLOWING: ST`41�110ARIJ PLA
NS ARE INCORPORATED OEREIN;.
124: -MANHOLE SHAFT WITH ECCENT . RIC R . EDUCE . R.
326 MANHOLE �SHAFT, 900 mm WITIHO . UT , RIEOUCER.
.328 PRESSURE MANkOLE. SHAFT,- WITH ItCCENTRIC
329 PRESSURE MANHOL. . E. s HAP - T - .914 mm �3619:
WITHOUT
REDILICER.
630 61104nmA241 'ER
MANHOLE FRAOE ANO:COV
i9141 mm. 0.611 MANROLL FRAME AND COVER
635. STELL,STEP
6.36�. POLYPROPYLENE PLASTIC, STI�P
AME.TCAN de.wows. Ass=kno.N SOUTHERN CALIFORNIA CHAPTER. 6TMI�RD K"
M5Tff1C
MANHOLE PIPE. TO PIPE, (LARGESIDE INLET) .322,�; I
SHEET. 4 OF 4,
-CALIFORNIA
REMSIONS Engineer City BENCHMARK OVESS/0 Prepared By: CITY OF FONTANA
Approval Date:. Approval Date: y Z g
J. ALLARD ENGINEERING
CALTRANS BENCHMARK NO. 8-17 Nj STORM DRAIN PLANS
Civil Engineering - Land Surveying - Land Planning
3"11, _2
Drawn By:
BRASS CAP IN CONCRETE S.C.E. TOWER LEG o Scale:
8253 Sierra Avenue
343' N/O HIGHLAND AVE., 0.2 Mi. No. 36052 DBW NO SCALE
W/O SAN 0 M Fontana, California 92335 SAN SEVAINE ROAD
SEVAINE RD., IN SOUTH CONCRETE BASE OF LO rri
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG a(- Exp. 6 30 (909) 356-1815 Fax (909) 356-1795 Designed By: Date:
f - -7CT NO.
HIGHLAND AVE. FROM SIERRA AVE. RD/DBW AUGUST, 2001.
%
CIVI �cw NV_1
N OF' C Ra*ond J. A.Uard, R.E.E. 36052 Date Checked By: Approved:
ELEVATION: 1428.6090 (expires 8/30/2004) RD IZC-1 .5 .4g, -,:Pt Dwg. No. 7
I $2,J,�&, 15 11201D /CITY ENGINEER R.C.E. 51152 2928 1 3�
f I
Filenarne: M:\DWG\l 1001 \STORM DRAIN\Sheet7.DWG