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"CONSEAL"
GASKET - 3/4"
KEYWAY DETAIL
TYPICAL DETAIL'S'
NOT TO SCALE
10" CASTING
4 3/4" DIA.
KNOCKOUT
8 EACH SIDE
4 SIDES
32" DIA. FRAME &
COVER
3/4" DIA. x 2" LG.
S.S. HEX 80LT
W/ S.S. WASHER
4 REQ'D
3/4" GASKET
3/4" 0 L.F. INSERT
4 REQ'D
I, _! 5„ WALL
BETWEEN FRAME & RISER
TYPICAL DETAIL "A"
NOT TO SCALE
1/2" RECESS
NOTES:
1. ALL MANHOLES SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR PRECAST
REINFORCED CONCRETE MANHOLES.
2. BONDING RIBBON OR INSERTS SMALL BE WELDED TO AT&T MANHOLE REINFORCING
STEEL AND EMBEDDED IN THE CONCRETE AT THE TIME OF AT&T MANHOLE
FABRICATION.
3, FOUR 1/2" DIA. BRONZE GROUNDING INSERTS, WELDED TO THE MANHOLE
REINFORCING STEEL, SHALL BE EMBEDDED IN THE FOUR OUTSIDE BOTTOM CORNERS
OF THE AT&T MANHOLE.
4. FOUR STAINLESS STEEL 1/2" DIA. x 2" BOLTS SHALL BE INSERTED AT THE TIME
OF THE AT&T MANHOLE PLACEMENT.
5. BACKFILL FOR MANHOLES INSTALLED TO BE CLEAN SAND BACKFILL PLACED IN
ACCORDANCE WITH MUNICIPAL SPECIFICATIONS.
6. BASED ON PLANS TITLED 444-LA BY U.V, AUBURN (A DIVISION OF OLDCASTLE
PRECAST INC.) AVAILABLE AT WWW.UVAUBURN,COM ISSUE DATE: JANUARY 2006.
7. MANHOLES SHALL COMPLY TO HS 20 LOAD RATINGS FOR PLACEMENT IN ROADWAYS
CAST IRON MANHOLE FRAME AND COVER SHALL BE
PART NO. E-1380 AS MANUFACTURED BY D&L
FOUNDRY & SUPPLY (707-557-4525). COVER SHALL
BE HEAVY-DUTY WITH A BLIND LIFTING HOLE AND
SECURITY BOLTED. THE DESIGNATION "AT&T" SHALL BE
CAST INTO THE CENTER OF THE COVER, COVER SHALL
BE PAINTED WITH "46-450 HEAVY TNEMECOL" AS
MANUFACTURED BY TNEMEC, (816) 483-3400.
BROUGHT TO GRADE BY CONTRACTOR.
DUCT ENTRANCE DETAIL
TERM -A -DUCT ENTRANCE
TYPICAL 6 PLACES IN VAULT
NOT TO SCALE
VAULT
INTERIOR RISER No. 3606 ----��
KNOCKOUT (AS REQ'D)
DIAPHRAGM
ROUND ACCESS
No. 44- 35C
GALVANIZED "G"
CHANNEL,
2'-0" LG.;
1 EACH SIDE
4 SIDES
UV Co TERM -A -DUCT
'90 STYLE FOR 4.50
PVC PIPE
36' DIA.
4
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DETAIL A
SEE
DETAIL B
OPTIONAL
GALVANIZED
PULLING IRON 1
EACH CORNER
(2) 2 1/2" DIA.
GROUND ROD
SECTION AA KNOCKOUTS
NOT TO SCALE
R-3693221
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COMPAMESAND PUAUC AGFN,=ES, AND THEIR
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LOCATIONS MUST BE DETERMINED IN THE FIRLD.
SIFNA ENGINEERING GROUP ASSuW[EN NO
RFsPONSIBiuTY fOR DAMAG E510CUR RFD AS A
RESULT OF MLOFES OMNTED DR INACCURAT7;LY
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ERTEN3IDN, SYMmol t BOULEVARD PeXt- PHASE
R, fly B. s.rAMM.
Calf before you dig.
Washington Utilities
Coordinating Council
1-800-424-5555
AT&T PROPRIETARY
(Internal Use Only)
Not for disclosure outside the AT&T
companies, except under written
agreement.
2011 AT&T Intellectual Property, All
AT&T YROPRIEfARY•This Information
cunstftutes confidential trade secrets and
commercial crfmancial infoflnadon owned
by AT&T and is shared for Critical
infrastrucure Protect cn purposes onlY. ItTs
exempt froici disclosure underthe Freedom
of Information Ast 15 U.S.C.554
Exemptions (b)(318,141, and its disclosure is
prohibited underthe Trade Secrets Act
(i9 u.S.0 1905), the Critical Infrastructure
Inforration Act of 2002, 6 U.S.C. 133, and
any State or local taw requiring disclosure of
Information or records. This informatfon
must not be cooled ord"Istributed to others
not agreed upon by AT&T. but in all events
do not copy or distribute to such others
without notification pursuant to Executive
Order 12600.
PREPARED FOR RECORD
IDE PLAN ENGINEER DAYt
a t & t
P£..EOYrI� .t•nr Yfi re^'9'e-v:c _.—
,e::h4dti — -
3FICATION:
IECT NUMBER:
JERSHiP:
CODE:
LE CW:
.E: As NOTED
BELLEVUE TO TACOMA 02
LIGHTGUIDE SYSTEM
CONCRETE MANHOLE
DETAILS - 444-LA
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