HomeMy WebLinkAbout3050-6SIZE. AM,--5P-AQjNQ 'IF STUL AS -SHOWN ON-PRO49CT
t - � � - . � _. ..,& "2rHAT. 5 SARS - ON' tXCKS-16t: 'of
HAFT $HALL .4 - AL -LEA THAR 116W4 106 nvn.
(FE � r OOOT 3 M
f*6 0 411 lV,4LENT
A
.A . -
PLAN
SECTION. A.�� A.'
MANHOLE FRAMEAND
COVeR -PIER 81D. -PLAN 6:�O
MANK kAr- T PEF
Falb; $t"AN!194
2RMM -1 -56 MM 15'it
) pin. S�FEAT - ;-- �.
115* 0. 100:: min I #!v 0'48) O -C x. LS
.(-5*-0`) LONG,
8'. OR C
STRIZET 4RADIE
.1254120 X52NAT 'm 15*x
'T
-UNK112MLAUT
.JT5,*W �(?*I_
.4 vt
ORAM §ECTI-O.N. Z -G.
r
C014CR&C.-
Ptit.. SIMPLAR
3�4 -
.,TABLE OF VA LIJEt-'FOR M (AIM NOU-1
-PAVW -STIlEiT UNPAM STREET
0A
A. X.
u".
MAX�
'1410. "44x� .380 Ow flil
IT - M
.0fAlT rluct
-tIN0tft-: SHAFT.
SECTION. B B
AMERI H-PUKIC WPRKS ASSCIPIA,'r]ON--SiDU.T.14ERN-"CALIFO$tNIA CHAPTER
STAIMMO PLM'
MANHOLE CONCRETE B
STANI)m M. -
-SHWt- 2 0F2
-STOW.10IMN
3
-23-1
50O.-ra.m. (60'i. -TO 18.0Q7r',_,M*__ 172'f
IC T NCi�_ f.
U$C-W, "..-ATANOARO. _4F%CIFICATK*e>'.FQR-- FUSUC- W -CONSTFOUC"
f. WHEN DEPTH _M FROM -S-TREET 6R_A0E TO T14t TOP -OF t -RE: 8
OX IS LESS -
THAN -1367 mm 1*21"(Q. 1-/29 *.FOR' PAVlEb'S;'T.AE&-� OR -1 ' 060, mm.4a -6-1. F00
UNPA"I'VED'STREET-8. CON18TRU-C . T'-3RA-rT PER SECI-ii
TION C -C.
2. --STATIONSOF MANHOLES. ZHOWN -ON P.R0-JlECT'_.f)iRA.WlW".,,
.0 APPLY AT CENT.&
:LINE OF -SHArT.- ELEVATIONS ARE -;SHOWNI AT'��FNTIEA L T -
(Ne OP sHAr .
3. REINFORCEMENT SHALL tONFORM TO.AST-WA 61,ft QAAi0E 40WASTM: A
6,1-�i G8AD'E'40.). -AND 011ALL TERMINAT --JI - -21'CLEAR. OF'CONCRETE
E 40 wim l/.
SUAFACEt- UkLP--SS 0TkfRWI4Z' SHOWN.
44 STEPS SHALL CONFORM TO S-TANDARD 0LAN' $36 0.'.R -63-6.. U-NILESS 0 -THERWt-Si E
SHOWN,.STEPS SHALL SE �UNI:FoR' M_L�Y' 10-AtED . 350. niM 04") T 0.' 3i5 mrn . obi�) o*c:.
THE LOWEST -SIER �SHALL. NOT' S.E. MORE THAN _60b mM f24-'.)'Ae.'GVET.HE. ",IwEkTi
5?-., MANHOLE- FR AME ARD �C- 0- VCR S H ALL . 9 -STANDAR . 0 P LAN :63�0.
NFORM TO
VNLZ-S.$-` OTHj�-RWIS.E. SHOWN..
.6. MANHOLE:S.HAFT SHALL -CONFORM TO- STANQAR'D- PLAN 32.4 UNLES-S.
0THtRWf9c_ SHOWK
.1. WH -CRE. A MANN 'OLE SHAFT 900 MITI (36-) WITHO.VT -RE0UCjER-' -'j4.$PECfFIE�-0
REFER TO $7 Ft
AND.A. D. PLAN -326-1*
IS. WHERE A PRESSURE MANHOLE S-H.AFT - WITH- ECCENTRIC REDUCER I -S
.3.P!.ECfP.1_Eb RCFE.R-10 STANDARO-PLA14 328.*
-_%. WHERE A. PRESSURE MAN14OLE -SHAFt - .9.14 mm v 'UT
ItHO. ReDuceft
1-8 SPECIFIED* REFER TO -STANUARD _UZ,-
10, DIMENSIONS. SHOO ON THjS PLAN. FOA WR[C ANtYlENGLISH UN.I. . TS ARE NOT
EXACTEOUAL -VALUES. If ME 'C
l`VALUIE9'*AR.E'U -0._'-ALL VALUES'UtED FOA
VALUES EXCEPT'A
CONISSTRUCT-tON .'S:HALL: BE` hmeE R I C EiNFORCING BAR SI'ZE$.
I.N.ENGLIS-H. UNITS- 'MAY 13E- .. B.8-rl-TUT'F--B----V-O'R..MF-TR.IC .8AR ENGLISH
UNITS -ARE USED, ALL. VALM$ * USED- --doNS-TRU -T.-I.O.W.. HALL BE ENGLISH 'UNITS,
THETOLLOWtNG STANDARD PLANS ARIE INCORP-01RATED HEREINs
3-2-4 MANIHOLt S'I+AF-t --:WITH. t-CCENTR[CRED CER
u
. .3.26 mANHOLE.SHAft - .900 mrn. aw). WITH
OUl- FtEDUC-ER
-326 PRES SURE '91.4NHOLE. SHOT WITH f:C.CfNTRJC.
129 -PRE*S'SURE MANH0LtSH*AF*T' -i:914 -mm.j36*x) WITHOU-T REDUCER
-6-3-0- -6f0 -1-24'1 MA14H'0LE_:FRAME -AND COVER
-ra-S3 - 114 - 'ffi-- ni-. (36 0-3 �MANR*Le- FIR- AMC
ANO'COVER
:6 35 STEEL STEP
-6-36 'P_"0.Ly.pR0P:Y._LENE PL.A��Tlt -STEP
MERICAU PUB11C.WORKS ASSOCIAT014 --'SO � M--1 ERN C ALIFORNIACHAPTek
STAIMMO PLM'
�MANHOLE CONCRETEBOX STORM .-DRAIN
-w
-SHWt- 2 0F2
0
04
06
0
-0
E
0
a -
0,
4
f
-Cw4c PIPE, ftc7p :0151.0sp
t,*A'!N LINE RCP ----4
- Te.
R A
UND ts-TUA.SE o..' EAR TH.
9F.OwNla., pwft
.Si ECIF#CA .1 ONS
c E., I
-SECI 10-.1-8.
FOR. - OU, TLET li Elk- Slt�-
a ki fri 01L,
00 11% 1* 1 cll'lp
TO St
'DNS
--CASE. I
:c_c
:K�T[ON`
PlvAN SECTI ON
04EC
S-ADDL.E'2.*.0 "' T t'
-7-7,0N
-JAU C- RUCTURE PIPE'TOPIPE:.
- N
.0
3.
JID 4-6.00 tb
AH EM I (�O 2
_�LEiLE8.'LL.- NATE
t p:1 -ME SHOWN 614 T41 -S.- Pl-A'14 FOR M . ETRI .*C-. -AN0 E-NiG.Li-5,H _U*kf'T$
JSION
-ALUE' AR U
ARE 440T tXACT EQU'AL. VALUES'. If METRI:C- V S- E _-K-0, ALL-
'AjLL*:aC METRIC u f
-VALUE" U80 SH - VAI. ES-.�, 0.
A L . -ALUCS.. C'
':H UN -S'Allli :09 t� V 03 11D pa Oki
N a
CASE -1 ANQ CAS -&-1
-IF- ANdL. A'. 9 L `9 8. TRA.4. 4:5'0' O'R- IF -..D.* f. -S LARGER THAN, :mrh
X A
(t4w)-. *E '
�i4. AN'O'YkEk S-TANOAPt 'ATRO-C-TU I !.§-AL 'SPECU IED,
T OU E_. EECI.
HE .TS-.IbE:0IAME.-TERl-.0.F THE INLET.FIPE. -55"'ALL. ..NOT _X0.
aJNE;--iHALF tkE * 1114t. -IDE- _01; AMEIER *b. . - T. E - . I . _1 I N'
F 14 1" N E.
.3-, THIE I:N.L-ET --.P:IPf'.$..4-ALL ENTER: THE. MAIN' LINE R:AD_[ALLYw-_ IF THE
fOLET 'P:IP`E--CAN.X-0T EN re -_R--:' b Y.- 'THEN 06THER -STANOAftb
.44. THE SiZE Of' tHC. -OP-tNING: INTO- T - H . E M AlN - LIWE. SHALL -:8.E. . TH E
6u'T5:IbE'-"b.tAMEtE:f4 -0. TH*E' IINLCT PIPE- PLUS.- 3*0 mirii 0.1 -MINfwM
_E *ki�.TE
5-'�. -ALL CONNECTOR PIPES. FO BE Ek,CAS -Ij IN CON -C
L-410. .-WITH I'N'TR- . E MA1.14- LINE TED '16 6-N
EX0 A 4 A TRENCH :()R - Ir L.A.
F 1 LL - *i -CH: 'f4 -A S. - Ojb�'.r b.*tEN O'C'NSiFiTIED"�_
-6� -$ORK-OR: -C.M-IP END.OF CONNECTOR -PIPE FLU.S.H WfTli I.-NIN't-ft' tUnf-Acl!
.or _im.itl L "RE -4 R.O.U.N0 caoe; .0-F c.bocoic-TE 0-f . P. V.. 0 R
T ALL C.5 0 -AND F1 T TINGS -3 . KAILL 8F__- QAL-V.ANl.-ZE0,
G.. SlAT-l'ON it-PE.C.-IFIED ON THE -PRO-JECT _DRAWtNro3.. AP.P.-LI-K-S ...AT T.14E
tKTE-9.SECTI:0N '-0F'T-HE. t4s.-JOE 'WALL Or MAI44 LINE AND. THE tf-14tE , R -
H L 1 T - TO Ttij: -
ci-ASE a 3* A. -L NOT aE' j$:Z- D ..0 FLOOR or A
tT TO
GRATING CATC14 13AS-IN WHERFE T41E 6RATE WILL St S05JE -
40.44CLA: T'ji'.AFFf_.C,
F. NL,.j�..T R(Pt SHALL BE
.10:� F'04 CAS. -E 2--� NOT -Wkt. THAN.* .5.5 vi 0211.*0.' 1
LOC�T�D WITHIN TKE-.M.AtN LINE EXt-AVATEP TRENCH. -
IL 0-NNECTION'S TO, P IPE -9 52 (2-11'0R.LEGS' IN -DIAMETER- WI TH. OUT. JUNCTION
$-MU-t TURE-8 69'P'ktE.CASl_ Y`*8*RAN:CHE$ SRALL -#E MADE wit'rH'SADOLES.,:
P -E
THE. OUTS ' I DE ' DIAWTER. -OF'THE NLET P4. _SHA4 Ir, EXCIMI) .014 -'-:H' AOLF
TR E I . N -S 1. Dt 1: AM". P-'T-
-TH*E. MA
.4.3, TR I M - 0 R... tU-T S. -ADDLE. TO.'F * I -T- SNUGLY: OVER TH
SO. I T . S AXI S WILL ll� ON T -Ht LiNt. ANri-vz-Abc ov T -14-E. tbNNEC.T0'R:PI*Pf_.
TH E'-::6P:E* NA NO' -1 N 0 Tht P 1 Pt -.SHALL.. Ot ".,&WT AND TRI MME IT 'THC
w. D- TO ..F
-0 H -At. -R. WILL Pq0JECT W - IT
%A -0,L. T A . . . HIN -TOE 904t OF tHE*
SAO DILFE'.0 .1PE].'
IS, THFE� d0*kt4E:CT0R.P'(PE $.'HALL. BE: SUP PORTO. ..A.$ SHOWN 14 C -4 -PES I -AND '.Zt,
.A!51M!�P" P U B'UqW.ORKS. - A**OCLAM�ON SOUTHERN VAW2An,-CMPTEf t
STRUCTURE -PIPE
i�ju. ION 3
32 _00 .
rIDAel_*600 m'imi, 4--")1.*-'
LIFTING SLOT UFDNG SLIOY -10 M (3/w)
F - f spr
On IF'
to R
25 itirb.
A
Li
0 Bull
/V 11hil In rA
(2*).
PICK HOLE -
20 Mro (3/4 VIA
TOP OF COM -E?R BOTTOM OF COVER
R -.34.4.5
7 EO.PAMS AT .4 .5 mm
(25./312 � f__ % is. MM-.(l9/lr)
01) 9004 -
VS mm. (3/4") A.. . 2�)
3
torn rj;�172_) 2 mm -
.22 mm 0/w) SECTION A -A
(3/32") . . . .
-35 MM 0- MM 151r)
mm (5/32)
J-1 (31e)
95 MM
(;-3/4**)
. . . . . . . . . . . . 610 -MM 4*)
�12 ;e)
(4-1/4-)
rRAVE DETAIL. SECTION THRU FRAME
AMERICAN PUBLIC WORKS ASSOCIA710H - SOUTHERN-CALIPOIRNIA CRAPTeft
STANMMPLAW
61-0*.mm (24 MANHOLE V"ME METfw
A D COVER 630-2
p
&V. Sao
ii$F. "'"ll STAN00" SHMT I OF 2
wow
NOTES.,
I IRE CAST IRON 'USED S14ALL CONFORM TO ASTM A-48 CLASS 358�
2,. COV�RSSHALL BE C&ST WTH' THE LETTE*R "0' FORSTORM DRAINS.
-AND "S�' FOR -$ItWERS, AND THE AdENCY'*-S ]DEN'RRICAlION m
ACCO.RD-ANCE "TH INSTRIUCTfON,13 FUkNISHED BY TH*f- AaNCY. THE
LrTTER."D* OR. '!S" $HALL 05 APPROXIMATELY 65 mm (2-1/2") HICH
- WITH 1-5 mrn - (1 /2") LINE W16TH, ANb- PCActf) IN THE CELN't A Or
THE. COVER,. ;kCL LETTERS SHALL BE FLUSH WITH THE. FINISHE6
.SURFACE OF TK COVER,
3. FOUND.R.Y PENTIFYINE, MARK, HEAT AND DATE SHALL aE. CAST ()N TH�
.130TTOM OF THE COVER. AND ON THE INtI.DE OF TH't* FR,,kkili
4., - IMPORTEa 00VER.S.- AND. FRAMES 8HAti HAVE- THE COUNTRY Oir ORION
MARKING IN COMPLi-ANCE W-TH FEDERAL. -REQ�ULATICINS.
-5. WEIGHT OF FRAME 8HALL -BE 1-18 kq .(260 LBS). WE,GRT OF COVER,
-SHALL BE 7q kg (175k LSS). ACTUAL WEIGHT5 SHALLBE MTHIN A
RANGE OF -95X TO I I ox,
*6. THE* MANHOL4 ��-RAME -AND COVER SHALL BE INSPtCTEQ $y I�H.E
EN'GINE��R PRIOR' TO -SHIPMENT TO _t�4F_ 408 SIT.E. ACQEP TIANCE: WILL
RE NOICAT0 BY THE AGENCYS -MARR..
7. THE PROOF -LOAD FOR -IIEST METHO() 8 Of., THE
SPECIFICATION8 IS 186 kN_ (40,706 1�83)t
COVERS FOR MANHOLES LOCATED IN EASEMENTS-, ALLEYS., PARKwAY5
AND ALL PLACES OTHER' 7HAN PAWD STREET5- SHALL -8E PROVIDED
WITH SOCKET -SET SCREW LOCKING DEVICES- DRILIL AIND TAP- TWO
40LES TO A 09 -PTH Of ONC INCH AT go DEGREES TO PfCk HOLE" AND
INSTALL 20 mm -x 20 Imm -(.3/4' x 3/4) $TANLESS STEEL SQCKET�
SET SCREWS NTH 10 vnm RECESSED. HEX H.EAD.. A.LL T�JqCAD!�
SHALL BE N..C.
9. t)IME.NSION-S -SHOWIN ON TH15 PLAN' rOR. MCTRIC� AND ENOLISH -UNITS ARE
NOT EXACTLY EQUAL VALQE�L IF METRIC UNITS ARIE LISO), ALL. VALU-.--$.-
USED FOR CONSTRUCION S`HALL -BE ME -TRIC VALUES� IF ENGLISH
UNIT�- ARE tjSW, ALL VALU-8S USED FOR CONSTRUCTION SHALL BE
'ENGUSH VALUE -S.
AMMICAN-PUBLICNORKS-ASSOCIA SOUT
T1 6K -'NE CALIFOI
RN RNI HAPTER 'STAND
IC"M
610 mm (24")-MANNOLE'FRAME & COVER 630--2
SHEET1. OF'2
r - D - + E
a SYN[gTRICAL
A&OUr li
19 rnrn
DIA
TOP . . . .
END rf+PE
1, 2- OR 3
A w
k 8-3 rnm
'0-!1/4+*)
A
SIDE SECTION A -A
.38 mrn
0-1;2
MIN DIA 15' MIN BtND 4.
2 5. ln_m�
TYPE I TYRE 2 (v) MIN
s
51 rnm.
TYPE 3 y
,END DETAILS -SIDE VIEW INSTALLATION DETAIL
UNLESS OTHERWISE NOTED:
0 17-5 mm -
150. mm (S. OR T - 25 rnm. (I"), WHICHEVER IS. LESS
MINIMUM E IS 75. rtim (3�).
S 300 mhi (12"1 MAk, -EWNLy S -PACED
W '400 mm. CIO*) MIN
FOR MANHOLES AND UNDERGROUND VAULTS..
S.- 400 rnm (1-6 . -MAX. EVENLY SPACED -
W = 350. mrn- . 047�+ MIN'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUBUCAM.K.S $TANDARCS iM-, STEEL STEP
OREE"
OJTM� 635-2
REV, 10W,'"N u9j; v&M sopeWleAmauft staR pulu ic SHEET I OF 2
T - j
F___-_- __l "
NOTES:.
'I � STEPS SHALL BE STEEL CONFORMING TO ASTM A,3.0.7 ANE) SMALL BE GALVANIZED
AFTER FABRIcATiON.. UNLESS' OTHERVASE NOTtD. 'ST.C.P.S MAY ALSo eE
POLYPROPYLENE STEPS, $TEE�- REINFORCED, CONFORMING TO SM PLAN -6,36.
2. IF STAINLESS STEEL STEPS ARE' RECIUKED, THE' MATERIAL SHALL CONFORM TO
ASIN A276, 300 SERIES.
.3. STEP ENDS MAY St 'TYPE 1. 1 OR 3. AS -S)40i�W
4. IBOTTOM STEP SMALL BE A MAXIMUM -OF 600 mm (2) ABOVE FLOOR OR SHELF.
5-. STEPS WITH TYPE 1 OR 2 ENDS MAY St CAST IN PLACE,, OR PLACED
IN THE C Et4TEA- OP 40 mm *(l MIN DIA DRILL�ED OR FORMED HOLtS AND
SET WTH HIGH STRENOTH NON -SHRINK GROUT, -40 MPa (66000 PSI) MIN.
STEPS WITH TYPE 3 ENDS SHALL -BE CAST IN PLACE.
6. DIMENSION$ SHOWN ON. THIS PLAN FOR METRIC AND ENGLISH UNfTS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USE% ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTiON SHIALL SE ENGLISH VAULIE.S.
AMERICAN PUBLIC WORK$ -ASSOCIATION - SOUTHERN CALIFORNIA. 2HAPTER
�ITA"
635-2
STEEL STEP
-w
SHE" .201; 9
1-5 M- 0_3'00� vrtm-` f*4
L/2 (TY0.)-4:�1
Ilk! -0. 300 -Mm
tl 4 -0 12k'.)
Z --`345M (P4-)'CIRtUlLAR TfEg.
SEE NO tE 9.
150 fnm-
525 .11 QR.' L E
-f;�06vm (24-11 TO
00
'S.25 om (3-3-1. T6 .14.25. mm (5 7'
No_ 2
50O.-ra.m. (60'i. -TO 18.0Q7r',_,M*__ 172'f
IC T NCi�_ f.
-LANE,
tGUT
No. .2
cuT Nc
DETA I L. "A
ClIT N(.)t 1-1 SAW TKE T -05E- A.T- AN ANGLe OF A/2 W-f-141HE TRANS: -
VERSE C-TiON AN6 tAPlt-'.00tl4" Stt TJONS
T.OGE:1�14ER FORA0146. THt bEf L.ECTliDk -AWGLt.'.A:.-
dUT NO, Z -i _S -AW Tlit TWOE LON(PTUDiNALLY RE-MOWNG A 'STRIP
5,14- lovo ): *ON*tHf::'$IDF, OPPOSITE -THE. OPEN JOINT_
� W11DE
8041)- Tf.fE ENOt 6F THE'' CUT _T0&--tffER--. AND I14$EA-T TH. E
TtjSE- thllHE PiPt�
CONCRETE".
-25 nu� 0.1 (�Typ--)
D L
300 ffimll2l' 30.0 n"_ (12-1- -100 mm 444
45o fm (w) -30�0: 1121 IZ5 A- 45*1
-7-
6 0 0. n) W (2 _41 300- Alm leg:1
150.M -,M' 001 4.5-0'mmi US") 47*5-*mm lr)'
45 225 atih 49�1_
10-50�_MM (427) 4'*-,
fm'(49 '-450 mm -.11f
ftn
1425.k*T' (511 4 5 0 irdn. 1.1.6; l 256' Imn 0WI.
5,
Moe M�M_160�_ 5 25 *M (Z I ') 2 T MM ifill:
cs 02-15 -2 12r). -2.75 fts ov).
1 00 .0m f 729)l I q'i
L_ -600 MM -11
OF, pfpE*
TYP-140AL IFOR
JOINT
REJ.NFOROtl) 0f!CflE_ TTE. PIPE-
Amm.11CAk -PUbLIC WORKS ASSOCK71014 - SOU71MEFIN CALIFORNIA -CHAPTER.
P90ME"TtOdYTRE STANDAROptM.
WROPW6"STANMAODS INC.. CONMM.COLLAR FOR. RCP 'METRE .
3w mm. (1Z) THROUGH1800 Mrn 38G'--.3-
eT
'STAN F2.
0.$Pt0FfWl0N3 F.014-PUSUG nsTpl� t F8 Ii Q
oti
1. A- CONtREYE Ci.0"LLAR I- . 5 R-EQUI-IREOWHER-E THE.CHANGZIN GRADE
2". r -OR' CURVE JOINTS ISEE -D-ETAIL 61- S:H-EET 0
IF Thit D(TRtMit. 01� --THE f - �JPE LEAVE A- CL.E.-AR S -PACE
THAT- I.S OREATER THAN 25- mrn (III 'BUT 1:5 LESS THAN "7`!5- fnm((3�j-
-4:604CRETE_ COVER IS RFOL))_-06� i� 4CCO'R-DANCE- Wf-tH SUB . SECT -1:0-N:
StPw'c.
:1-F THE, EXTJREME. ENDS -OF TH E PIPE LEAVE AL- -.LE:A AC
S -.E
THAT- IS E.QUAL 'TO O'k. GREATER. THAN 75 Mat (.3"). 8 -OT LESS THAN.
1�0.JHM f6l. -A C-DkRETt- COLLAR [S.� F?F'UIRED.' IF' TRE CLEAR
I -S. 150 '-OR GREATER,. A T-008fTfOk ST-RUC'TURE
C-oi-LAR -SHALL NQT'8-.E:U��PQ FOR -A.-Sf-'Z-E-_' CH -A N
.Tlll� MA41 -L.-CNE, BE ON
4.. CONNECTO.R. PIRES_
WHERE Pf-PES OF DtFFERENT .01AMETERS -RE �161N� V T.14 -A-
A -0 it
.�C-ONCqET-t C-O&LAR, -4- ANO: T S'4ALL 8E. THOSE OF THE LARGER
pl,p :OR WHICHEVER' IS- GR8-ATER-,
EN -Dt- I S- E-OUAL. 7 0. OR L. 85 TH AN 0. -
14-- . .. - 8. JOIN INVERTS. AND.
_WHE�'--'N* Di I_.S, 'GREATER THAN O�, J:0-IN-SOFFITT-5.
5.. FOR PIPE LARGER THAN 18-00- vn�-
rn CO.L-t-AR DETAILS
A R E RE-QUIRL.D.
6:_ FOR. P'I'OE N
LISTEg-USE NEXTSIZE L-0-CER-
REINFORCEKNT' SHALL 0-06NPORM TO ASTM A 61-5. M (A 615) GRADE
300(401.
WHERE "REt"ur-,i)
RZING IS REOUIRED. THE DIA.MeTER':00 Cfkc-ULAR
ALL T-fl!.CKNtS8-) +* T_
SHALL ST.' U -5.8b WHERE THE PIPE-' 01AMETE�R' I'S.
-GREATER T++AN AND.' ON ALL RIPEt-WHURE T -FIE. -SPACE -S
'�ETWEEN- TYlt- Ex"TRCME'OUTE-9"ENUS 75 -OiR LAR.OER.
CIRCULAR TiES-. -0�
E. DI. ETE.fR �CIRCULAR TIES.
525 .11 QR.' L E
-f;�06vm (24-11 TO
3
'S.25 om (3-3-1. T6 .14.25. mm (5 7'
__j
4
50O.-ra.m. (60'i. -TO 18.0Q7r',_,M*__ 172'f
5
WHEPF.:T-4,.E_'.SPA-C'E .13-t-TWEEN - Ptp..E:E NDS_ EXC . EE08 75 mrn T . HE
NUM�ER -OF ClfRCULA9--.TtE*5 SHALL. 5E lNCRE-ASED TO NIAINTAIN'Aa
A-PPROX00TE -�PACfNG OF -15-0 min. (6-11 O. -C.
J. W14ERE -TH'E'PfPt mif�- (:�r) OR' L -ESS I'N -DIAMETER. Aill-NTERJOR
FORM Of LiNSEAL ' ED- &QNQ�-TU'OE OR EOUAL- All-L'BE U$M Tio'
_DE A M'
POOVI -$' 0-01TH I'NTERTOR- -JNT. THE PA"PERF0RMJVAY BE
LEFT W PLACE. i -SEE -IDP-
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