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VIERSE IPLANI,111_ RflE"VE',ft,,$E ONE, SE"CTfOIN A"'I'D TAPE BOTH SECTfONS
T0(!`1_',Tt,1ER THE Df,,`,'FLE(,;T;0w 04,GLE A,,
CL)T 14,0� 2?', SAW "titit TU -0E, L0,k ITUDINALLY A STRIP
3,1 WE ON THE" liw()E OrAPOSiTE THE COWEN' JOINT,
4 W,
SEND THE ENDS OF THE CUT TOGETHER AND IN'S'E"RT T14E
T Uij��'j E 04 E' PfPE�
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3 _5M (*4) (ARCULAR TIE55,
St','E N, 0 T "E' 9
330�C21 (560-C-3250) CONCRETE
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1. 00 (1,211) �30"c�, my" f lzrl 100 wwri f4'p)
4 50 mm, Ool 1300 m -m 042*1 15 mm 51
Fioil %1 _24 _3 0 0 man 0 2-) �1,50 arwat (60,�
750 mra (30111,451), mm (18") 1715 mm (7�)
9, 0 0 mum C,'� 6 114 5 0 mm 1, 225 m, mr (91
1050 mwu, (42,1451() min 0w) 2, 2, (9
715 mal -
f2,00 f48' '450 00") 250 mm (10"
0 �250 amns, (10.
W
(21114 27 5 mm or)
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NO
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I � V I N�l W` I W 1w, v om, t -
OF PIPE
DETAIL "B'm
TYPIC.IAL JOINT FOR
REINFORCED CON"ETE PI'PE
380-3
SHEEE'T I OF 2
ELEVATION
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COUNTY ENGINEER
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' 'S GREIAI'ER TIANIN, 25 rn, m B tj T I S '3 S TO H A N 7 5, rn �rn 3
COVER 15, tlfl ACCORTANCE WITH SLJE3,SEi_"TA0N
3 ('1,
T IA
HE 1',", X TR E t, E ENDS C) F Til P 1, !`) E L A V t. E, R PACE
t'H A 11' EQUAL TO OR Gf,","EATER TH4411,4 75 nwn 3 "), B U T L_ E S S T iriA N
5 0 m (61� A CONCRETE COLI,,.AR fS REQUIRED, fF THE CLEAR
3 i 5 0 rn, m (, 6 "1 0 R - REE", AT E 144! A N �5 f T I Ottl S T R U C T U R E
,3 P C E 1
f 5 R E 0 U I R
i"0N,(,',,RE'TE COLLAR '1'3iHAL,1,__ t,40'rl. 1:3E I.)SED FOR A SIZE CHANGE ON
T`,,`,4 E MA I N L 1 t4l It"""
4, kt,",0NNECTOR PIPES
A, WIJERE PIA'>ES OF DIFF"EREN"I D1Ak,,4E,rERS ARE 111101NED WITH A
0""014CRETE COLLAR, L AND T !,,5�IALL BE T1,40SE OF THE'," LARGER
PIPE, D=Di (,IS? 02, W11I1CH[.',`.`vER IS GR.`TA,rER,
WHEN Dt IS EQUAL TO OR LESS THAN 0,-
A �!, JOIN INVERTS AND
WHEN D� IS GREMITEfl Tf,,IAN JOIN S�OFFITS,
LARGER Tf,41AN f80',0 mnin f72') SPE(,,,,1,1'11,`,,,, COLLAR DETAILs
Ar,,'4E_- REOUH ED.
6� FOR PIPE SIZE NOT LASTED USE NEXT SIZE 111.1ARGER.
-711, IENT 1ALL 0'-ZONFORM TO ASTM A 61:5 M (A 615) GRADE
f RE?NFORCt M,
0 0 4 0),
8, W�iERE SENNil" ' "' 0 ti C 1 N, REQUfRED THE DIAMETER OF THE CIRCULAR
"I'lES St,"ALL E`kE D,4,,(2X WALL, + T,,
R SHML.L .11".31E USED WHERE TIHE PIPE DIAMETER IS
EINf,
GREATER THAN 525 mm (21"') AND ON ALL PIPES WHERE TH:E SPACES
BETWEEINJI T11E 'f XTREME 0UT(-,rR` ENC,)S IS 75 min (75") OR LARGER,
CIRCUI-AR f 11, E F PIPE DIAMETER NO. OF
CIRCULAR TIES
(2fl, OR, LESS
3
. . . .. . ..... . ...
i 0510 1 winn 74�y,,� mnq (,3(
3
W14ERE TkHE SP,,,4!(`1'E BE,rWEEN PIPE ENDS EXCEEDS 75 mm (3�), 1+11E
NUMBER OF CIRCULAR BE fNCF�,E'ASED TO MAINTAfN AN
A P P R 0 X 1,?K4 A TC' " 150 rvm,') H,,5," 0 C
P A C I N G 0 F I
Wi ERE' TfpiE PIPE 1S 525 mm (21") OR LESS IN DIAMCf.:'TER AN I NTER 1 OR
OF ',UN`:>'EAL(`,`,'(') S0N(',1-`TUBE OR EQUAL SHALt,,. BE USED TO
PROVIDE A SIP 01-H �NTERIOR JOIN1.7. THE PAPER FORM MAY BE
LEFT IN P,LACE (SEE DETAIL A]i. WiiEN THE PfPE IS 600 mm (2,41
OR L4,'AGER A REN10VA[':`,31,,_E INTERIOR F'OfRM SHAL1 &E USED OR"'THE
1114TER�OS'? JOINT $11ALL BE C01"AIP1 ETELY FILLED WITH h,4ORTAR AND
NEATLY POINTED,
1111, Dllh4ENSIONS SHOWN (,`)N THIS PLAN F(,`)R IVETRIC AND ENGLISH I JN1 TS
ARIE NOT' EXACT E013JAL VALUES, 11F METRIC VALI.JES AFiE USED, ALL
V A L 1,,I E!,,,5, I ' ISED FOR COttiS"TRUCTION ISIHALL BE AA TRIC VALUES. E`XCEPT
RIE'ANFORC,'ANG 111 AR fN"AGLISH UNITS MAY flE SUBSTfTUTED FOR
METRIC BAR SIZE"'i'J', IF EIN('�LI,,,ij,', (Jit,41"T'S ARE USED, ALL VALUES USED
In tl,� '. , . � � "' I
CONS 1RUC11'T1,',)N SHALL BE ENG,,LISH UNITS.
it
DIAL
BEFORE
YOU DIG
w
NOTES
1� HEADWALL SHALL BE CIONS`17RUCTEC OF
CLASS A �C-ONCRETE
2. REiNFORCINGSTE'E'L SHALL SE. NO. 4 BARS
FOR W UP TO 60 ABOVE "W"=60" NO�
5 BARS SHALL BE USED � 2 " M I N
CLEARANCE,30 DIAMETER LAP, ALL STEEL -
3. ADJACENT SLOPESS SHALi_ StE If TO 41
OR FLATTE.A.
4. MULTIPLE PIPES TO BE SET WITH LONG,
ITUDINAL CENT -MRS 1 2/3 DIAMETERS
APART.
5. ALL EXPOSED CORNERS TO BE ROUNDED
3/4' RADIUS.
6. W SHALL BE INCREASED WMEN MULTIPLE
PIPES OR PIPES ON SKEW ARE USED.
HEADWA.LL 2-09
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Exp. 6/30/07
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