HomeMy WebLinkAbout6233-4BE—ECMAY 5•
fl4CIffILL r / �j EI 12
-
1
3
NCNETE OR SWRRY—
(1000 PSJ MIPL} / 31 Q/S.
_ '. IPE Dl4
CAREFULLY P(ACm duNuun7
FEES SPECIFICANON m / d -� n:r
G. (4• NINJ
wOIE: TFCS TYPE OF WNBIRUCDON RmU1RE5 lHE CON'CPEIE TO EXTF)ID
FROM TIE PO, iD THE R NCN WAIL
ECOWIENCm WHERE NATM1£ SOILS ARE FSPANSNE
CLASS A-111 — SIDECRADLING
BEDDING DETAIL NOTES
1. SLAC.�PEA VEL ORem iLTERNATIVE NATWA!S — NOE BE ACCEFIPeIf IN
CN B—C 3 TArDlCN WALL SLIIPING SHNL eE LN CONFORMVKE uviH STATE 2
REWIIIEMENS AND 111E
REOULFEMEN6 M P�WI & 9PWEfbRGT.bNS.
3 MA . EMIEDMEM PUCEMINI AND CDYPA4TINi OF —CLAR EMEF.CNEN1•
AND SCOMPACTED BAptDLL WILL CONFORM TO THE ACENCYS STANDARD SPEClFlCATION
FOR PIPE BE➢1. AND TRENCH 6�ffkL
BEDDING DETAILS
NO SCALE
3B,
M IMUM 90% (95%)�
RELATIVE
a
COMPACTION
*/(/SEE
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�A
l
It
COMPACRm B
-
LAC
ILPLm AND COMPACTED t
N ACCORDANCE WITH
OISRUCPS STANm RD �'
MINIMUM 90%
REtATNE
FE
SPECiFiCA DNS FOR PIPE -
O¢ TRENCH _
CO=CT.
E3E3
E3
(PIPE DPIPE 9MIN }
6' Mx>6
CR.O.NCPOREPOIEm
Y
it f
1 PIPE QIq l4
MIN.}
unDlsruaem � _ �_�I
1 tOM FACTOR 4.5
NOTE TlIS TYEE TEREDOSiRUCRra% ENGINEER LD Y A LOAD
F�TORS iHAN INMCATm.
CLASS A —IV — CONCRETE ENCASEMENT
I xwDP
COMPACTED BACKFlLL =�E
1 E
COMPACTED PFA AGENCY'S % PIPE MAJB
STMIOARD SPECIFIXAilONS - t (4' MIN.}
UNWSTURSED EARDI
LOAD FACTOR 1.9
CLASS B
Ca+ •,•., .•V C�i �s4 enR tIF — PREu
TO K PPOP-
la sI a
s50 C-i
OS OD. OFGSUPPORTm PIPE
OF BFMd 5 P i
(SE TABLE)
Ell 84Ci(RLL t�
SOUL
CAREFULLY PIACm GRPDm � j
SE.
3/e' GRAVEL EM9EDNENt .
ORSPEC Fl S S3' v .1 ; PEMIC.
(6' ND
UNDIS URRED
LOAD FACTOR 1.5
CLASS C
NEoI-ED L EAn1 { DIN IMF I
D' TD 6'-0• e"-1' TO 1Y-D'
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CASE 2
REINFORCED CONCRETE BE1 N
E I
' CONRNUOU6 PIPE S ^ (iF NEmm TO E%TENO PIPE)
CCNCPETE. R.G. DUCTILE LRON. OR CIAT PIPE
FOR CONPACTSOBACKFlLL WILL CONS6T OF """• PLTERNATNE NATERwLS WILL NOT�BE ACC
OR GRADm GRAVEL AS OEFMm IN THE A.GF
&+L— SLAG: PEA GRAVEL. CRUSHES ROCK, OR OTHER
CONPACDON UNDER THE STREET AND STRUCTURES — BE ....
ALL PIPELWES CARRYWG RECLMMFII WATER SHALL 9E CLEARLY NARKm BY PIPE COLOR RP OR BY PLAGNG
IN BpCKFRI PURPLE IOENTIFICiTtINi TNT£. SAW TAPE SHALL BE NOT LESS THAN ONE OR RE THM1 TWO
FEET ABOVE TOP OF PIPE
BACKFILL DETAIL
NO SCALE
aa. C05650111 D�yi+ea MSI 2l28ltt
ExP. CE-30 3 * Cmvn
PC 3/3l11
CIVIL 1 CAOEyM "/PC 3/1100/11
E
FOR CLAv PIPE SEWERS. CUT EXISTING FIFE
AtN T1PE b' .IDINiS WiTN AOPPiER
4 OR6' R ON FACiI 4DE OF iRFNCH
RENWE TO -E NFARESTJ04R BEroND
CASE 3
DUCTII.EIRON PIPE
0.0. + 8• MIN.
4i
CvIYCiRIE COLLAR MIN.
�D p�I.- OF Is AN6.1. PIPED - 8' PIPE R oU.1 D"NPIPE IPE
OGEE OVER (T+Ax> . e (wn> MA+; a (Mm (s tMa:} tMIwJ
I TO J t -6 T 6' t 1, 11
6' 1 TG 2S
TOE t9'-0' Y-0" t0 6' 2 b
PIPE SUPPORTS — GENERAL NOTES
P1L CROSSING HOl6E tAlFRP18 10' AND SMALLER SHALL SE SUPPORTED aY 5. C NNG METPiLC CONOL%IS 3 INCHES tN0.LkUL SREI AND IPRGER S— aE HACI4lLLID TO r-C BF10W lHE
1 E 3 PIPE SUPPORT CffAiL CONCUR WITH MATERULS AS IM IN E DIST VS STMIDARp SPECIFICATIONS FOR PIPE BEDOIMG
.AND TRENCH BAC16ll1. THE TRENCH SHALL THEN BE ENCKFIlLFD TO 12 INCHES OVEN THE CONWR WDH GLEAM
2 ALL NON-METALLIC CR051a NG PIPELWE PND CONCURS WITH ta' OR LESS CLFPRNICE NOIBIENm SAND (SAND "L'AL NT OVE2 9U). EatOWHT UP IN LAYERS OF NOT OVER 6 MCHEB ANO NECNN %1 "
E ICEPT THOSE COVERED BY NOTE i ABOVE. SNNL RE SUPPORtm BY CASE 2 PIPE COAPACTED
O AAS OF�THEOENSITY OF AT L£ASi 90.^. WTM SPECW. ATTENTION BEtt1G Gfl'EN TO 1HE PIPE BOTTOM
SUPPORT DETAiL
3. ALL NON-NETALIC CROSSING PIPELINE AND CONCURS NOT COVEREO BY THE ABWE b. 6 BECDING B REMOVED FROM THE EtlaT@iG PIPE THAt WILL REMAIN IN PLACE, THE PIPE SH lI ME EMBEDDED
NOTES 1 OR 2 SHAll. BE SUPPORTED BY THE USE OF CASE 2 PIPE SUPPORT DETAIL WGH CONCRETE AT NO — COST TO THEE AGENCY.
4. EVSJ(RLL SHALL BE BROUGIR UP UNIFORMLY ALONG — SIDES OF PROtECTm PIPE AMC ]. I)EIUSS OiHERA1SE N'WCATEO. CONCRETE SHALL BE CLAA 420-C-2OR0.
SUPPORT SO AS TO INDUCE NO UNBALANCEE FORCE
NI,IUlf 'f AVENUE BETJURUPA AND SMA AKA
REI W. SHOWN ama BETWEEN
LATERAL INSTALLATION
a. '" 1��u:. WA1EeLosrnty ,amp, PROJECT NO. CW15111.01
DETAIL SHEET
C-4