SS9901-SP040621 Jun . 15. 2004 11 :01AM No.4701 P. 8
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AIIMMEMEMMEr
'A' - TYPICAL 4' LD.M,H. COMPONENTS
'B' - 18',24',36',48',60' I. 66'
'C' - TYPICAL BASES AS SPECIFIED
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C 8' ' TYP.) ( 8' l ft i I , 4'1„r iad? >> z1ci�'k'.!I"4c.
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CONCENTRIC CONE ILLUSTRATED a . ECCENTRIC CONE AVAILABLE;,ABLE '1
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PROFILE GASKETS AT_Al,L I. ,a
v 4'0 JOINTS ..
',' TYPICAL LIFTING IN3tRF
J IN ALL 4-I.D, RISER SECTIONS : i (0Z,Vd 11
• • AND CONES — — __ ,
• REFER TO ADAPTER SECTION b' ".�� -a•• • FOR DETAILS .;.; •`•,+3'!
1
16' • 'a•- ••a' ••-
•
A:' 4 6'-0•
,B. •• (TYP•)� . 0-RING GASKETS AT ALL ' Trap OLLLISTRAUOpp
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a-,,
-.V 5'0 JOINT Vice't. INVERT CHANNEL - SHALL 4 ` TYPICAL LIFTING ANCHORS
a a• BE 'U'-SHAPEDI MIN. DEPTH 4- . IN ALL 5'I.D, RISER SECTIONS
.•..• - 3/4'PIPE DIA. I SLOPE a
BENCHES A MIN, OF 1' PER
3 1'-p' a
SEE 1,;* 6'_0.
• GENERAL
•�• NOTES '
5'-0' GR. 60, *5 BAR, 8' O.C.EA. WAY
6'-0' 1 GR. 60, *5 BAR, 12' O.C.EA, WAY
GR. 60, *5 BAR, CONTINUOUS AROUND—
WY fl MANOQ(t o DED BASE OPENING
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ma Rr.Ic�ef,,ai o AFTER
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QCEMBRAL MOTES: (..:1 P.O. Sox see
r' HeNfTuL 76634
WATER-TIGHT GASKETS AT ALL PIPE J CD _.. ❑ CONCRETE PRODUCTS INC. (254) 666-4000
CONNECTIONS. PRODUCT 574' I•D, MANHOLE - EXTENDED BASE
HOLES AS SPECIFIED - MAX. DIA, = 40'DIA. CONCRETE 4.000 - 4.500 PSI - 26 DAY STRENGTH
AVG. WEIGHT OF 24' DEPTH BASE V/8' REINFORCEMENT'
INVERT = 7500* - RISER WEIGHT = 1325*/VT.FT MEETS OR EXCEEDS ASTM-C-478-95 REQUIREMENTS
AVAILABLE WITH T-LOCK OR PVC STUDLINERS, SIZE IDATE: --._ ---. IOWO NO. -. .-. __.... _.. Toev
JUN, 17. 2004 6:53AM NAT•L WATERWORKS DALLAS NO. 3891 P. 2
.TUN-1'I-2OW4 08:30 LUNI.Nt 1 L h'1<UUUl.1 b 1141. 254 ono ..,262 .'.02/02
1
• ,•• 'A' - TYPICAL 4' OM. COMPONENTS
•B' - 18',24',36',41',60' L 66'
''v.v.
'C' - TYPICAL BASES AS SPECIFIED
•Larger D111,Openings Available•Dee Con.Detail Shout•
• r B' 2'-o', B'
CTYP.) I 1
.,:e r(TY1 il
4.• t
CONCENTRIC CONE ILLUSTRATED
, ECCENTRIC CONE AVAILABLE 177.0• ! +�i 4- i i •i i: _•
. 4i .
'A'
• •r PROFILE GASKETS AT ALL
4.0 JOINTS ":i 'r
i
:`• TYPICAL LIFTING INSERTS '.'
1 IN ALL 41LD. RISER SECTIONS ;4 `' : .'.• •,•-••_.ti '?N
e AND CONES ':A- . •: : •' U•:��':'. �:A•
T REFER TO ADAPTER SECTION lc . 7.. ...•:.... .�• -
• FOR DETAILS . �• '.
4
. ,• I.. 7'-2'
16'
•
• A t. • —4,-01 I at FLATTOP ILLUSTRATION
12' J For Steno,.Maabolo
• '8' .i,• (TYP.) iv......0-RING GASKETS AT ALL
i', 6'0 JOINTS' . INVERT CHANNEL - SHALL 'ft TYPICAL LIFTING ANCHORS •
i;. BE 'U'-SHAPED MIN DEPTH IN ALL 6' LD. RISER SECTIONS
- 3/4'PIPE DIA. & SLOPE
s BENCHES A MIN. OF 1' PER
1'-0'. SEE • 7,-2'
. 'a GENERAL •1
NOTES ' r______4'-04
:q.',i rte.!e;� A
if 'F ::4::-.:4 •,.5 7%'u�a;' '
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'
7'
6'-0' GR, 60, s5 BAR, 8' D.CLA, WAY
7,_2, GR. 60, *5 BAR, 12' O,CEA. WAY
GR. 60, 05 BAR, CONTINUOUS AROUND
6'14' Ilk MANHOLE • REGULAR BASE OPENING
•- ADAPTER SECTION
With Reducing Coma
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GENERAL NOTES: P.D. 7 6B4
NllY11T,TX 76634• III III ODNCRETE PROOUC7s INC. D4) 886-4000
•
• VATER-TIGHT GASKETS AT ALL PIPE - "1' = 6'/4' I,D. MANHOLE — REGULAR BASE
• CC1rNECT]ONS.
HOLES AS SPECIFIED - MAX, DIA. = 54'DIA. O 4000 - 4.500 PSI - 28 DAY STRENGTH
AVG. WEIGHT OF 24' DEPTH SASE W/8' � :
r/
INVERT r- 10,6001 - RISER WEIGHT = IBOON/VT.FT. MEETS OR EXCEEDS ASTH-C-472-95 REQUIREMENTS
MANUFACTURED TO YOUR SPECIFICATIONS
7 DAB SEPT. 2001 ' NO' 6'/4'--IDMH-05
6. w.. SHEET: I OF 1 SAVED AS: 11111.1C,...1!
TOTAL P.92